The document analyzes the effects of collision damage on the ultimate strength of FPSO vessels. It models the cross-section of an FPSO vessel using finite elements and simulates collision damage by removing elements representing 10% and 60% of the ship's depth. The analysis finds that collision damage reduces the ultimate strength and bending stiffness of FPSO vessels. Stress distributions spread from damaged to undamaged areas. Collision damage has a more significant effect on ultimate strength under sagging conditions compared to hogging. The study concludes that collision damage reduces strength due to lost stiffness from damaged elements.
This document discusses the residual strength of double hull tankers designed according to new IACS common structural rules when damaged. It studies three tankers with different damage scenarios at the side and bottom of varying sizes. It calculates the residual strength using progressive collapse method and checks if the section modulus is still acceptable after damage. It also considers applying a design modification factor to the deck thickness to compensate for strength lost due to damage. Finally, it calculates the reliability of the damaged ships and compares it to the intact reliability, taking into account changes in still water bending moment and wave bending moment.
Welcome to International Journal of Engineering Research and Development (IJERD)IJERD Editor
journal publishing, how to publish research paper, Call For research paper, international journal, publishing a paper, IJERD, journal of science and technology, how to get a research paper published, publishing a paper, publishing of journal, publishing of research paper, reserach and review articles, IJERD Journal, How to publish your research paper, publish research paper, open access engineering journal, Engineering journal, Mathemetics journal, Physics journal, Chemistry journal, Computer Engineering, Computer Science journal, how to submit your paper, peer reviw journal, indexed journal, reserach and review articles, engineering journal, www.ijerd.com, research journals,
yahoo journals, bing journals, International Journal of Engineering Research and Development, google journals, hard copy of journal
Construction of marine and offshore structures(2007)calir2lune
This document appears to be the preface and introductory chapter of a textbook on marine and offshore construction. It provides background on the author, Ben C. Gerwick Jr., who has extensive experience in marine and offshore construction, engineering, teaching, and authoring previous editions of this textbook. It describes the intended audience of the textbook as practicing engineers and constructors working in marine environments, as well as graduate engineering students. It also provides a brief overview of the contents to be covered in the textbook.
Significant Guidance for Design and Construction of Marine and Offshore Struc...Professor Kabir Sadeghi
Marine and offshore structures are constructed worldwide for a variety of functions and in a variety of water depths, and environmental conditions. Shore protection facilities, ports, harbors and offshore petroleum platforms are important infrastructures which have big impacts on the economy level and industrial progress of countries.
Selection of type of platform and also right planning, design, fabrication, transportation and installation of marine and offshore structures, considering the water depth and environment conditions are very important. In this paper an overview of coast, ports and offshore structures engineering is presented. The paper covers mainly design and construction of jetties, harbor and fixed template offshore platforms. The overall objective of this paper is to provide a general understanding of different stages of design, construction, load-out, transportation and installation of marine and offshore structures.
A Numerical Simulation for Predicting Sea Waves Characteristics and Downtime ...Professor Kabir Sadeghi
In this paper, a numerical simulation of sea wave characteristics and operation
downtimes of offshore structures is presented. The simulation was based on available
wind data and seawater temperature recorded by an oceanography buoy installed in
the Caspian Sea. Wave characteristics were simulated for deepwater parts of the
Caspian Sea by applying the Bretschneider spectrum and equations using following
recorded data: wind velocity, wind duration, fetch length, and water/air temperature
differences. Since recorded wave data were only available for a one-year period, they
were solely used for validation of the simulation results with recorded data but for
not the simulation itself. Some practically established thresholds for wave velocity,
wave period, and wind velocity were considered as constrains, limiting the operation
of offshore installations. The numerical simulation model revealed that it is possible
to operate offshore installations for 250 days per year in the southern parts of the
Caspian Sea. A worst-case scenario showed that the maximum waiting time for
restarting the offshore installations is 17 days. Considering the swell parameter, it
was concluded that the annual downtime period of offshore installation operations in
southern parts of the Caspian Sea is about one third of a year and the maximum
waiting time for this operation is about two third of a month.
Analysis and Design of Marine Berthing StructureIJERA Editor
This document discusses the analysis and design of a marine berthing structure in Visakhapatnam Port, India. It begins by introducing the project and factors considered in designing berthing structures. It then describes the design parameters that must be addressed, including location, types of structures, required number of berths, dimensions, draft maintenance, and more. Next, it outlines the various loads that were induced on the structure in the analysis, including dead load, live load, berthing load, and mooring load. The loads were calculated and represented on the structure. The document provides detailed calculations and diagrams to support the analysis and design of the berthing structure.
The document discusses loading patterns on ship structures during grounding incidents based on analyses of past cases. It finds that bottom structures experience complex loading over extended periods, not just initially. Loading depends on seafloor conditions and impact angle. Past incidents show bottom tearing up to 5m deep, transverse frame deformation up to 8m wide, and damage extending over 100s of meters. Loading causes buckling, breaches of tanks and hull, and fracturing of bulkheads. The document concludes bottom structures face varying loads that are difficult to model and can damage ships for days after the initial impact.
This work presents hydrodynamic characterization and comparative analysis of high speed crafts
(HSCs). HSCs performance characterizing is a serious concern to Hydrodynamicists because of the wide
variation of total resistance with hull-form, trim, draft and speed. Conversely, these parameters are not duly
analyzed during design due to inadequate theories. Therefore, this research investigates total resistance, wetted
surface and effective trim of four different HSC hull-forms. An interactive computer-program is developed based
on Savitsky and CAHI algorithms, and the results compared against test-data. The analysis correctly predicts
quantitatively the resistances of the four hull-forms at high speeds but with some discrepancies at speeds below
12 knots. The average standard-deviation for resistance predictions by CAHI = 4.69 kN and Savitsky= 6.13 KN.
Also, the results indicate that the transition from bow-wetting to full-planing occurs at 12 knots, and beyond
which the effective trim is fairly constant. Again, the wetted length-beam ratio (λm) drops rapidly from bowwetting
speeds to a plateau at speeds >12knot where hydrodynamic lift prevails. Standard-deviations of λm by
Savitsky’s and CAHI are 1.07 and 1.41, respectively. In conclusion, model-predictors are reasonably in good
agreement with measurement.
This document discusses the residual strength of double hull tankers designed according to new IACS common structural rules when damaged. It studies three tankers with different damage scenarios at the side and bottom of varying sizes. It calculates the residual strength using progressive collapse method and checks if the section modulus is still acceptable after damage. It also considers applying a design modification factor to the deck thickness to compensate for strength lost due to damage. Finally, it calculates the reliability of the damaged ships and compares it to the intact reliability, taking into account changes in still water bending moment and wave bending moment.
Welcome to International Journal of Engineering Research and Development (IJERD)IJERD Editor
journal publishing, how to publish research paper, Call For research paper, international journal, publishing a paper, IJERD, journal of science and technology, how to get a research paper published, publishing a paper, publishing of journal, publishing of research paper, reserach and review articles, IJERD Journal, How to publish your research paper, publish research paper, open access engineering journal, Engineering journal, Mathemetics journal, Physics journal, Chemistry journal, Computer Engineering, Computer Science journal, how to submit your paper, peer reviw journal, indexed journal, reserach and review articles, engineering journal, www.ijerd.com, research journals,
yahoo journals, bing journals, International Journal of Engineering Research and Development, google journals, hard copy of journal
Construction of marine and offshore structures(2007)calir2lune
This document appears to be the preface and introductory chapter of a textbook on marine and offshore construction. It provides background on the author, Ben C. Gerwick Jr., who has extensive experience in marine and offshore construction, engineering, teaching, and authoring previous editions of this textbook. It describes the intended audience of the textbook as practicing engineers and constructors working in marine environments, as well as graduate engineering students. It also provides a brief overview of the contents to be covered in the textbook.
Significant Guidance for Design and Construction of Marine and Offshore Struc...Professor Kabir Sadeghi
Marine and offshore structures are constructed worldwide for a variety of functions and in a variety of water depths, and environmental conditions. Shore protection facilities, ports, harbors and offshore petroleum platforms are important infrastructures which have big impacts on the economy level and industrial progress of countries.
Selection of type of platform and also right planning, design, fabrication, transportation and installation of marine and offshore structures, considering the water depth and environment conditions are very important. In this paper an overview of coast, ports and offshore structures engineering is presented. The paper covers mainly design and construction of jetties, harbor and fixed template offshore platforms. The overall objective of this paper is to provide a general understanding of different stages of design, construction, load-out, transportation and installation of marine and offshore structures.
A Numerical Simulation for Predicting Sea Waves Characteristics and Downtime ...Professor Kabir Sadeghi
In this paper, a numerical simulation of sea wave characteristics and operation
downtimes of offshore structures is presented. The simulation was based on available
wind data and seawater temperature recorded by an oceanography buoy installed in
the Caspian Sea. Wave characteristics were simulated for deepwater parts of the
Caspian Sea by applying the Bretschneider spectrum and equations using following
recorded data: wind velocity, wind duration, fetch length, and water/air temperature
differences. Since recorded wave data were only available for a one-year period, they
were solely used for validation of the simulation results with recorded data but for
not the simulation itself. Some practically established thresholds for wave velocity,
wave period, and wind velocity were considered as constrains, limiting the operation
of offshore installations. The numerical simulation model revealed that it is possible
to operate offshore installations for 250 days per year in the southern parts of the
Caspian Sea. A worst-case scenario showed that the maximum waiting time for
restarting the offshore installations is 17 days. Considering the swell parameter, it
was concluded that the annual downtime period of offshore installation operations in
southern parts of the Caspian Sea is about one third of a year and the maximum
waiting time for this operation is about two third of a month.
Analysis and Design of Marine Berthing StructureIJERA Editor
This document discusses the analysis and design of a marine berthing structure in Visakhapatnam Port, India. It begins by introducing the project and factors considered in designing berthing structures. It then describes the design parameters that must be addressed, including location, types of structures, required number of berths, dimensions, draft maintenance, and more. Next, it outlines the various loads that were induced on the structure in the analysis, including dead load, live load, berthing load, and mooring load. The loads were calculated and represented on the structure. The document provides detailed calculations and diagrams to support the analysis and design of the berthing structure.
The document discusses loading patterns on ship structures during grounding incidents based on analyses of past cases. It finds that bottom structures experience complex loading over extended periods, not just initially. Loading depends on seafloor conditions and impact angle. Past incidents show bottom tearing up to 5m deep, transverse frame deformation up to 8m wide, and damage extending over 100s of meters. Loading causes buckling, breaches of tanks and hull, and fracturing of bulkheads. The document concludes bottom structures face varying loads that are difficult to model and can damage ships for days after the initial impact.
This work presents hydrodynamic characterization and comparative analysis of high speed crafts
(HSCs). HSCs performance characterizing is a serious concern to Hydrodynamicists because of the wide
variation of total resistance with hull-form, trim, draft and speed. Conversely, these parameters are not duly
analyzed during design due to inadequate theories. Therefore, this research investigates total resistance, wetted
surface and effective trim of four different HSC hull-forms. An interactive computer-program is developed based
on Savitsky and CAHI algorithms, and the results compared against test-data. The analysis correctly predicts
quantitatively the resistances of the four hull-forms at high speeds but with some discrepancies at speeds below
12 knots. The average standard-deviation for resistance predictions by CAHI = 4.69 kN and Savitsky= 6.13 KN.
Also, the results indicate that the transition from bow-wetting to full-planing occurs at 12 knots, and beyond
which the effective trim is fairly constant. Again, the wetted length-beam ratio (λm) drops rapidly from bowwetting
speeds to a plateau at speeds >12knot where hydrodynamic lift prevails. Standard-deviations of λm by
Savitsky’s and CAHI are 1.07 and 1.41, respectively. In conclusion, model-predictors are reasonably in good
agreement with measurement.
This document provides an overview of the preliminary design process for a proposed high-speed catamaran ferry between Egypt and Saudi Arabia. The key steps discussed include:
1) Analyzing port characteristics in Egypt and Saudi Arabia to select Safaga port and Yanbu port as suitable locations.
2) Estimating principal dimensions of the ferry based on statistical data from similar vessels and performance requirements.
3) Developing lines plans and calculating hydrostatic properties to inform the hull design.
4) Selecting aluminum alloys for construction and calculating plate thicknesses based on structural load calculations.
This document provides an introduction to ship propulsion engineering. It discusses how ships have evolved from primitive wooden structures moved by oars and sails to various hull forms designed for different purposes and seas. Transportation by sea allows for cargo, passengers, and payloads to be carried by buoyancy forces, requiring less power than other modes of transportation. Ships move through both water and air, facing resistance drag forces from both environments. Propulsors, most commonly screw propellers, impart forward thrust forces to overcome drag and allow ships to cruise. Ship propulsion science studies resistance sources and relations to optimize hull design and select the most efficient propulsor. Selection of an ideal propeller and its rotational speed to match the engine is also
Port development work involves laborious activities and sub sequential use of large amount of
energy. Modular construction has facilitate labour require, energy usage, hence carbon footage has
gain approval of efficient product development in recent year. The use of such mobile equipments
equally gives advantage to port to reduce port traffic, safety preservation of environment reduction in
maintenance and berth allocation. Heavy seaborne traffic in port leads to the requirement of port
terminal development or improvement. Port terminal involved problem related to traffic and high cost.
The use of mobile floating protection facilities can offset this problem. The study involved design and
modeling of a safe loading and unloading facilities to ensure the smooth flow of the work and
reduction in the work delay. The berthing facility is moveable, floating structure that act as a protection
for ships berthing in port. The modeling involve design of that determine the safe berthing velocity and
, the berthing energy, environmental load (wind and current) and material which are the important
parameters for fender selection and to ensure that it is safe to carry out its function as loading and
unloading facilities. By using light weight less energy can be employ to build berth, and to conduct
berthing operation, and by providing safety the system can be provided discount for environmental
conservation. The result of this study hoped to improve safety and efficiency of the port operation in
handling of the ships entering and leaving the port. The model is designed for prototyping physical
system that can be use for experiments and commercialization.
Keywords: Mobile, Floating, Berthing Facilities, Berthing Energy, Port, Modular, Mobile, Port,
Safety, Light Weight
Analysis of accidents at the quayside operations in the turkish portseSAT Journals
Abstract
Ports have an important role in the economics of countries. Ports are a dynamic system where many operations carried out. Port
operations pose various risks depending on type of operation and type of handling cargo. Most of accidents occurring in the port
take place during quayside operations. In this context, this study aims to analysis ofaccidents occurring during quayside
operations with respect to terminal types in the Turkish ports. For this purpose, quayside operation characteristics and the risks
that may occur during quayside operations depending on handling cargo types are examined generally and types of accidents and
their effects are analyzed between 2009 and 2015 in the Turkish ports, according to terminal types.
Keywords: Quayside Operation, Operational Risk, Safety, Accident, Sea Port
This document summarizes the key responsibilities of a naval architect. It discusses how naval architects design ship structures, assess stability, analyze resistance and powering needs, evaluate seakeeping performance, and follow a design process. For each area, it provides a brief example and overview of the technical considerations and calculations involved. The overall message is that while kids may dream of designing grand ships, as a naval architect the work involves both large and small projects, using engineering skills to ensure vessels can float and operate safely.
This document summarizes a study on the structural integrity of aluminum stiffener panels in ship structures. Three types of aluminum stiffener panels - flat, L-shaped, and T-shaped - were tested under bending and compressive loads. The results showed that panels in areas unaffected by welding heat had greater stability. T-shaped panels exhibited the highest ultimate load capacity, while flat panels showed the lowest deflection levels under bending. The study provides data on panel dimensions and material properties to determine the panel with the best strength for ship structural systems.
ULTIMATE LIMIT STATE ASSESSMENT OF STIFFENED PANEL STRUCTURES FOR VERY LARGE ...ijmech
Reduces weight of hull structures designed for a very large carrier plays an important role as the economic
efficiency is the most significant aspect. It is known that the traditional allowable working stress
approaches with high safety and reliability, it means that the hull structural weight is higher than the
actual requirement in operation. Recently, the limit state approach has been widely applied for analysis
and assessment of marine structures, the limit strength of structures is determined by nonlinear finite
element analysis (FEA) method. A Very Large Ore Carrier (VLOC) is designed by using IACS Common
Structural Rules (CSR) method in this article, and pre-CSR method is adopted to improve cross-sectional of
the bottom and deck structures. Given that the stiffened panel under the combination of axial or biaxial
compression and lateral pressure loads for computation, ultimate strength of the ship structures designed
by using the aforementioned method are analyzed by using the nonlinear finite element method (FEM). The
results show that the difference of ultimate strength of ship structures designed by using pre-CSR method
and CSR method is able to neglect. It can be seen that the weight of hull structure can be reduced by 0.56
percent (640 tons in this case) without reducing ultimate strength when pre-CSR method is applied.
The document discusses the International Convention on Load Lines of 1966 adopted by IMO. It establishes limitations on ship draft through requirements for freeboard assignments. This ensures adequate stability and avoids hull stress from overloading. Freeboards consider subdivision and damage stability calculations. The convention applies to cargo and passenger ships on international voyages, with exemptions. It specifies surveys and certificates to verify ships meet requirements and markings to indicate assigned freeboard.
This document discusses multi-hull vessels, including their history, features, new advancements, and potential drawbacks. It notes that multi-hull vessels originated to provide stability while maintaining a high length-to-beam ratio for speed. Today, many ferries and smaller vessels use catamaran and trimaran designs for their efficiency. New developments include wave-piercing trimarans that can achieve very high speeds and semi-planing mono-hulls with foils for improved seakeeping. However, multi-hull designs also face challenges with docking, construction costs, and applicability in ice.
This document provides guidance on the design and construction of marine and offshore structures. It discusses various types of marine structures like breakwaters, jetties, and offshore petroleum platforms. For offshore platforms, it describes moveable types like jackup rigs and semisubmersibles, as well as fixed platforms including template, tower, and tension leg platforms. The document also summarizes several wave theories that can be used in the design process, such as Airy, Stokes, and stream function theories. Key equations for Stokes second-order wave theory are presented. Finally, a graph shows the validity of different wave theories under varying water depths and conditions.
This document proposes developing offshore wind farms in the Persian Gulf, Oman Sea, and Caspian Sea based on an analysis of wind data from locations in those areas. It finds that the Persian Gulf is strongly recommended for offshore wind farms due to minimum wind speed requirements being met. The Oman Sea needs further investigation as wind speeds were slightly above minimum requirements. The Caspian Sea is not recommended due to low wind speeds below minimum requirements and high installation costs. It provides an overview of offshore wind farm components and engineering aspects like tower design and relationship between wind speed and power extraction.
This document presents a study on simulating vessel collisions with bridge piers to determine dynamic amplification factors. Finite element models of solid wall and hollow circular concrete piers with varying geometries are subjected to impact forces from barges and ships. Impact forces are estimated based on vessel size and speed. Dynamic and static responses are calculated to determine amplification factors for different pier designs and collision scenarios. The amplification factors provide an equivalent static force that can be used for more efficient pier design while still accounting for dynamic effects of vessel collisions. Graphs of the amplification factors aid in pier design for various inland waterway conditions.
IRJET- Analysis of Loads and Design of Passenger Boat Berthing Structure ...IRJET Journal
This document analyzes the loads and designs a passenger boat berthing structure for a water metro terminal in Kochi, India. It summarizes the various loads considered in the design, including dead load, live load, wind load, seismic load, earth pressure, current load, berthing load, and mooring load. It then describes the design of key structural elements like beams, deck slabs, piles, and pile caps. The analysis and design satisfy safety and consider the local soil and environmental conditions to economically support passenger ferry operations at the new water metro terminal.
Bend twist coupling and its effect on cavitation inception of composite marin...IAEME Publication
This document summarizes a research study on using bend-twist coupling in composite materials to enhance the performance of marine propellers in terms of cavitation inception. The study uses numerical modeling to analyze the effects of different ply stacking sequences in a composite laminate on propeller performance characteristics like thrust, torque and cavitation inception angle. Experimental validation is also carried out in a cavitation tunnel. Results show that a composite propeller's ply sequence can be tailored to improve performance metrics like cavitation inception speed compared to a metallic propeller.
Harbour engineering - Railways, airports, docks and harbour engineering (RAHE)Shanmugasundaram N
Definition of Basic Terms: Harbour, Port, Satellite Port, Docks, Waves and Tides – Planning and Design of Harbours: Harbour Layout and Terminal Facilities – Coastal Structures: Piers, Break waters, Wharves, Jetties, Quays, Spring Fenders, Dolphins and Floating Landing Stage – Inland Water Transport – Wave action on Coastal Structures and Coastal Protection Works – Coastal Regulation Zone, 2011
Bulkheads are vertical partitions that divide a ship into compartments. There are three main types: watertight, non-watertight, and oiltight bulkheads. Watertight bulkheads are the most important as they subdivide the ship into watertight spaces and prevent flooding. They are constructed of steel plating and vertical stiffeners. Corrugated bulkheads provide strength with less weight by incorporating swelled plates instead of stiffeners. Bulkheads must be watertight at any openings, which are fitted with doors or penetrations sealed with glands. Proper construction and regular inspection of bulkheads and their openings is vital for subdivision and damage stability.
Dynamic analyses of ship impact to the new bridge over storstrømmenJacob Egede Andersen
Ship impacts to bridges are relatively rare and therefore treated as accidental loads. Due to the
low probability of occurrence, it is logical to allow some degree of plastic behaviour of the
impinged structure, since the alternative, a completely elastic response, may lead to
disproportionally large material usage.
This paper presents the principle of, and results from, numerical analyses conducted for the
illustrative design of the new bridge over Storstrømmen in Denmark. This is an approximately 4km
long bridge consisting of 80m viaduct spans and two navigations spans of 160m in a single-pylon
cable-stayed configuration. The girder is a continuous, post-tensioned concrete box girder carrying
two railway tracks, two road lanes and a combined pedestrian/bicycle path.
Since ship impact is a transient event, the numerical analyses conducted consist of dynamic
analyses in the form of time-series that include relevant non-linearities of the ship, soil and bridge
bearings. Hereby a realistic picture of the bridge response during, and after, impact is obtained
allowing the comparison between pre-defined failure modes and the bridge response.
In addition, the time-series produced are used to calibrate a linear model for train
safety/runability calculations in conjunction with ship impact to define design criteria's for
maximum bridge accelerations levels at ship impact, in order to prevent trains from overturning.
The runability model itself have be tested against the Danish Great Belt West Bridge, a comparable
railway concrete girder bridge, in order to justify that the model gives correct acceleration levels
for the train/structure interaction and subsequently acceleration levels at ship impact.
Based upon the investigations made also risk analysis have been carried out, in order to show the
overall risk complies with railway authorities and Eurocode requirements.
This document defines key terms and dimensions used to describe ships and their specifications. It includes definitions for length overall, length between perpendiculars, beam, draught, trim, coefficients, tonnages and more. Diagrams are provided to illustrate terms like block coefficient that describe the shape of a ship's underwater body. The document is intended as an introduction to the main particulars and dimensions used in marine technology to specify ships and analyze their properties.
A Presentation on the basic Structural members of a Ship Hull.Prepared for Training related activities.
Prepared by:Vipin Devaraj,
38Th RS,
Dept Of Ship Technology,
Cusat,INDIA
contact:vipindevaraj94@gmail.com
+919995568268
Failure Analysis of Centre Pin Joint Used In Heavy Assault BridgeIOSR Journals
Abstract : Strategy is important to win the war in army. Every army has two major divisions as infantry and
artillery. Artillery is dependent on the armored vehicles such as tanks, missile carriers and trucks. The
movement of armored vehicles has vital importance in war to win. In order to cross the obstacles such as rivers,
canals army has to build arrangement which will be quicker and faster to construct the bridge. These kinds of
quickly constructed bridges are known as Heavy Assault Bridge. Its job is to allow armored units to cross the
obstacles. The Heavy Assault bridge is rated for normal crossings of military load classification of 60 tons.
Centre Pin Joint is placed between modules of the girders in a single bridge span. The maximum
stresses will develop at centre pin joint only. Before failure of bridge centre pin joint will fail. So proper centre
pin design is the main criteria. The objective of this project is to perform a failure analysis of the centre pin
joint used in heavy assault bridge. So it is very important to determine high-stress areas of concern and to
increase its load carrying capacity by design modification. As previously centre pin joint is replaced by
modified pin joint, its load carrying capacity will be enhanced. Riveting of pin would be eliminated. Finally,
conclusions based on the results and recommendations which can be extensions of this project are also
presented.
Substitution of cantrang fishing gear with other gears might give bad impact to the
stability of the ship. But, catamaran boat type can improve the intended stability
characteristics. The study was conducted using six variations of the catamaran
hullform, namely symmetrical hull, asymmetrical straight inside hull, asymmetrical
straight outside hull, which is each model has round bilge and hard chine variation.
The study aims to find the lowest total resistance value. The hullform with lowest total
resistance will be re-varied to 3(three) different types of fishing gear, namely
cantrang, purse seine, and bottom longline for stability analysis. The result shows that
the round bilge symmetrical hull type has smallest resistance with value of Rt is 8.81
kN at 8 knots. Based on IMO MSC.36(63), the result of stability analysis shows all
variations of fishing gear meet the established standard.
Barge Transportation Analysis & Load out activities in Modular ConstructionMrudul Thakar
This document discusses the analysis and transportation of large modules by barge for offshore/onshore construction projects. It addresses the rolling, pitching, and heaving motions experienced by barges carrying modules in sea conditions, and the resulting stresses induced on the modules. It outlines approaches for simulating barge and module dynamics in static analysis, including applying acceleration coefficients and modeling boundary conditions between the module and barge structure. Guidelines are provided for the transportation beam and tie-down clip design, load-out process, and coordination required between engineering, marine, and other teams to successfully transport modules by barge.
This document provides an overview of the preliminary design process for a proposed high-speed catamaran ferry between Egypt and Saudi Arabia. The key steps discussed include:
1) Analyzing port characteristics in Egypt and Saudi Arabia to select Safaga port and Yanbu port as suitable locations.
2) Estimating principal dimensions of the ferry based on statistical data from similar vessels and performance requirements.
3) Developing lines plans and calculating hydrostatic properties to inform the hull design.
4) Selecting aluminum alloys for construction and calculating plate thicknesses based on structural load calculations.
This document provides an introduction to ship propulsion engineering. It discusses how ships have evolved from primitive wooden structures moved by oars and sails to various hull forms designed for different purposes and seas. Transportation by sea allows for cargo, passengers, and payloads to be carried by buoyancy forces, requiring less power than other modes of transportation. Ships move through both water and air, facing resistance drag forces from both environments. Propulsors, most commonly screw propellers, impart forward thrust forces to overcome drag and allow ships to cruise. Ship propulsion science studies resistance sources and relations to optimize hull design and select the most efficient propulsor. Selection of an ideal propeller and its rotational speed to match the engine is also
Port development work involves laborious activities and sub sequential use of large amount of
energy. Modular construction has facilitate labour require, energy usage, hence carbon footage has
gain approval of efficient product development in recent year. The use of such mobile equipments
equally gives advantage to port to reduce port traffic, safety preservation of environment reduction in
maintenance and berth allocation. Heavy seaborne traffic in port leads to the requirement of port
terminal development or improvement. Port terminal involved problem related to traffic and high cost.
The use of mobile floating protection facilities can offset this problem. The study involved design and
modeling of a safe loading and unloading facilities to ensure the smooth flow of the work and
reduction in the work delay. The berthing facility is moveable, floating structure that act as a protection
for ships berthing in port. The modeling involve design of that determine the safe berthing velocity and
, the berthing energy, environmental load (wind and current) and material which are the important
parameters for fender selection and to ensure that it is safe to carry out its function as loading and
unloading facilities. By using light weight less energy can be employ to build berth, and to conduct
berthing operation, and by providing safety the system can be provided discount for environmental
conservation. The result of this study hoped to improve safety and efficiency of the port operation in
handling of the ships entering and leaving the port. The model is designed for prototyping physical
system that can be use for experiments and commercialization.
Keywords: Mobile, Floating, Berthing Facilities, Berthing Energy, Port, Modular, Mobile, Port,
Safety, Light Weight
Analysis of accidents at the quayside operations in the turkish portseSAT Journals
Abstract
Ports have an important role in the economics of countries. Ports are a dynamic system where many operations carried out. Port
operations pose various risks depending on type of operation and type of handling cargo. Most of accidents occurring in the port
take place during quayside operations. In this context, this study aims to analysis ofaccidents occurring during quayside
operations with respect to terminal types in the Turkish ports. For this purpose, quayside operation characteristics and the risks
that may occur during quayside operations depending on handling cargo types are examined generally and types of accidents and
their effects are analyzed between 2009 and 2015 in the Turkish ports, according to terminal types.
Keywords: Quayside Operation, Operational Risk, Safety, Accident, Sea Port
This document summarizes the key responsibilities of a naval architect. It discusses how naval architects design ship structures, assess stability, analyze resistance and powering needs, evaluate seakeeping performance, and follow a design process. For each area, it provides a brief example and overview of the technical considerations and calculations involved. The overall message is that while kids may dream of designing grand ships, as a naval architect the work involves both large and small projects, using engineering skills to ensure vessels can float and operate safely.
This document summarizes a study on the structural integrity of aluminum stiffener panels in ship structures. Three types of aluminum stiffener panels - flat, L-shaped, and T-shaped - were tested under bending and compressive loads. The results showed that panels in areas unaffected by welding heat had greater stability. T-shaped panels exhibited the highest ultimate load capacity, while flat panels showed the lowest deflection levels under bending. The study provides data on panel dimensions and material properties to determine the panel with the best strength for ship structural systems.
ULTIMATE LIMIT STATE ASSESSMENT OF STIFFENED PANEL STRUCTURES FOR VERY LARGE ...ijmech
Reduces weight of hull structures designed for a very large carrier plays an important role as the economic
efficiency is the most significant aspect. It is known that the traditional allowable working stress
approaches with high safety and reliability, it means that the hull structural weight is higher than the
actual requirement in operation. Recently, the limit state approach has been widely applied for analysis
and assessment of marine structures, the limit strength of structures is determined by nonlinear finite
element analysis (FEA) method. A Very Large Ore Carrier (VLOC) is designed by using IACS Common
Structural Rules (CSR) method in this article, and pre-CSR method is adopted to improve cross-sectional of
the bottom and deck structures. Given that the stiffened panel under the combination of axial or biaxial
compression and lateral pressure loads for computation, ultimate strength of the ship structures designed
by using the aforementioned method are analyzed by using the nonlinear finite element method (FEM). The
results show that the difference of ultimate strength of ship structures designed by using pre-CSR method
and CSR method is able to neglect. It can be seen that the weight of hull structure can be reduced by 0.56
percent (640 tons in this case) without reducing ultimate strength when pre-CSR method is applied.
The document discusses the International Convention on Load Lines of 1966 adopted by IMO. It establishes limitations on ship draft through requirements for freeboard assignments. This ensures adequate stability and avoids hull stress from overloading. Freeboards consider subdivision and damage stability calculations. The convention applies to cargo and passenger ships on international voyages, with exemptions. It specifies surveys and certificates to verify ships meet requirements and markings to indicate assigned freeboard.
This document discusses multi-hull vessels, including their history, features, new advancements, and potential drawbacks. It notes that multi-hull vessels originated to provide stability while maintaining a high length-to-beam ratio for speed. Today, many ferries and smaller vessels use catamaran and trimaran designs for their efficiency. New developments include wave-piercing trimarans that can achieve very high speeds and semi-planing mono-hulls with foils for improved seakeeping. However, multi-hull designs also face challenges with docking, construction costs, and applicability in ice.
This document provides guidance on the design and construction of marine and offshore structures. It discusses various types of marine structures like breakwaters, jetties, and offshore petroleum platforms. For offshore platforms, it describes moveable types like jackup rigs and semisubmersibles, as well as fixed platforms including template, tower, and tension leg platforms. The document also summarizes several wave theories that can be used in the design process, such as Airy, Stokes, and stream function theories. Key equations for Stokes second-order wave theory are presented. Finally, a graph shows the validity of different wave theories under varying water depths and conditions.
This document proposes developing offshore wind farms in the Persian Gulf, Oman Sea, and Caspian Sea based on an analysis of wind data from locations in those areas. It finds that the Persian Gulf is strongly recommended for offshore wind farms due to minimum wind speed requirements being met. The Oman Sea needs further investigation as wind speeds were slightly above minimum requirements. The Caspian Sea is not recommended due to low wind speeds below minimum requirements and high installation costs. It provides an overview of offshore wind farm components and engineering aspects like tower design and relationship between wind speed and power extraction.
This document presents a study on simulating vessel collisions with bridge piers to determine dynamic amplification factors. Finite element models of solid wall and hollow circular concrete piers with varying geometries are subjected to impact forces from barges and ships. Impact forces are estimated based on vessel size and speed. Dynamic and static responses are calculated to determine amplification factors for different pier designs and collision scenarios. The amplification factors provide an equivalent static force that can be used for more efficient pier design while still accounting for dynamic effects of vessel collisions. Graphs of the amplification factors aid in pier design for various inland waterway conditions.
IRJET- Analysis of Loads and Design of Passenger Boat Berthing Structure ...IRJET Journal
This document analyzes the loads and designs a passenger boat berthing structure for a water metro terminal in Kochi, India. It summarizes the various loads considered in the design, including dead load, live load, wind load, seismic load, earth pressure, current load, berthing load, and mooring load. It then describes the design of key structural elements like beams, deck slabs, piles, and pile caps. The analysis and design satisfy safety and consider the local soil and environmental conditions to economically support passenger ferry operations at the new water metro terminal.
Bend twist coupling and its effect on cavitation inception of composite marin...IAEME Publication
This document summarizes a research study on using bend-twist coupling in composite materials to enhance the performance of marine propellers in terms of cavitation inception. The study uses numerical modeling to analyze the effects of different ply stacking sequences in a composite laminate on propeller performance characteristics like thrust, torque and cavitation inception angle. Experimental validation is also carried out in a cavitation tunnel. Results show that a composite propeller's ply sequence can be tailored to improve performance metrics like cavitation inception speed compared to a metallic propeller.
Harbour engineering - Railways, airports, docks and harbour engineering (RAHE)Shanmugasundaram N
Definition of Basic Terms: Harbour, Port, Satellite Port, Docks, Waves and Tides – Planning and Design of Harbours: Harbour Layout and Terminal Facilities – Coastal Structures: Piers, Break waters, Wharves, Jetties, Quays, Spring Fenders, Dolphins and Floating Landing Stage – Inland Water Transport – Wave action on Coastal Structures and Coastal Protection Works – Coastal Regulation Zone, 2011
Bulkheads are vertical partitions that divide a ship into compartments. There are three main types: watertight, non-watertight, and oiltight bulkheads. Watertight bulkheads are the most important as they subdivide the ship into watertight spaces and prevent flooding. They are constructed of steel plating and vertical stiffeners. Corrugated bulkheads provide strength with less weight by incorporating swelled plates instead of stiffeners. Bulkheads must be watertight at any openings, which are fitted with doors or penetrations sealed with glands. Proper construction and regular inspection of bulkheads and their openings is vital for subdivision and damage stability.
Dynamic analyses of ship impact to the new bridge over storstrømmenJacob Egede Andersen
Ship impacts to bridges are relatively rare and therefore treated as accidental loads. Due to the
low probability of occurrence, it is logical to allow some degree of plastic behaviour of the
impinged structure, since the alternative, a completely elastic response, may lead to
disproportionally large material usage.
This paper presents the principle of, and results from, numerical analyses conducted for the
illustrative design of the new bridge over Storstrømmen in Denmark. This is an approximately 4km
long bridge consisting of 80m viaduct spans and two navigations spans of 160m in a single-pylon
cable-stayed configuration. The girder is a continuous, post-tensioned concrete box girder carrying
two railway tracks, two road lanes and a combined pedestrian/bicycle path.
Since ship impact is a transient event, the numerical analyses conducted consist of dynamic
analyses in the form of time-series that include relevant non-linearities of the ship, soil and bridge
bearings. Hereby a realistic picture of the bridge response during, and after, impact is obtained
allowing the comparison between pre-defined failure modes and the bridge response.
In addition, the time-series produced are used to calibrate a linear model for train
safety/runability calculations in conjunction with ship impact to define design criteria's for
maximum bridge accelerations levels at ship impact, in order to prevent trains from overturning.
The runability model itself have be tested against the Danish Great Belt West Bridge, a comparable
railway concrete girder bridge, in order to justify that the model gives correct acceleration levels
for the train/structure interaction and subsequently acceleration levels at ship impact.
Based upon the investigations made also risk analysis have been carried out, in order to show the
overall risk complies with railway authorities and Eurocode requirements.
This document defines key terms and dimensions used to describe ships and their specifications. It includes definitions for length overall, length between perpendiculars, beam, draught, trim, coefficients, tonnages and more. Diagrams are provided to illustrate terms like block coefficient that describe the shape of a ship's underwater body. The document is intended as an introduction to the main particulars and dimensions used in marine technology to specify ships and analyze their properties.
A Presentation on the basic Structural members of a Ship Hull.Prepared for Training related activities.
Prepared by:Vipin Devaraj,
38Th RS,
Dept Of Ship Technology,
Cusat,INDIA
contact:vipindevaraj94@gmail.com
+919995568268
Failure Analysis of Centre Pin Joint Used In Heavy Assault BridgeIOSR Journals
Abstract : Strategy is important to win the war in army. Every army has two major divisions as infantry and
artillery. Artillery is dependent on the armored vehicles such as tanks, missile carriers and trucks. The
movement of armored vehicles has vital importance in war to win. In order to cross the obstacles such as rivers,
canals army has to build arrangement which will be quicker and faster to construct the bridge. These kinds of
quickly constructed bridges are known as Heavy Assault Bridge. Its job is to allow armored units to cross the
obstacles. The Heavy Assault bridge is rated for normal crossings of military load classification of 60 tons.
Centre Pin Joint is placed between modules of the girders in a single bridge span. The maximum
stresses will develop at centre pin joint only. Before failure of bridge centre pin joint will fail. So proper centre
pin design is the main criteria. The objective of this project is to perform a failure analysis of the centre pin
joint used in heavy assault bridge. So it is very important to determine high-stress areas of concern and to
increase its load carrying capacity by design modification. As previously centre pin joint is replaced by
modified pin joint, its load carrying capacity will be enhanced. Riveting of pin would be eliminated. Finally,
conclusions based on the results and recommendations which can be extensions of this project are also
presented.
Substitution of cantrang fishing gear with other gears might give bad impact to the
stability of the ship. But, catamaran boat type can improve the intended stability
characteristics. The study was conducted using six variations of the catamaran
hullform, namely symmetrical hull, asymmetrical straight inside hull, asymmetrical
straight outside hull, which is each model has round bilge and hard chine variation.
The study aims to find the lowest total resistance value. The hullform with lowest total
resistance will be re-varied to 3(three) different types of fishing gear, namely
cantrang, purse seine, and bottom longline for stability analysis. The result shows that
the round bilge symmetrical hull type has smallest resistance with value of Rt is 8.81
kN at 8 knots. Based on IMO MSC.36(63), the result of stability analysis shows all
variations of fishing gear meet the established standard.
Barge Transportation Analysis & Load out activities in Modular ConstructionMrudul Thakar
This document discusses the analysis and transportation of large modules by barge for offshore/onshore construction projects. It addresses the rolling, pitching, and heaving motions experienced by barges carrying modules in sea conditions, and the resulting stresses induced on the modules. It outlines approaches for simulating barge and module dynamics in static analysis, including applying acceleration coefficients and modeling boundary conditions between the module and barge structure. Guidelines are provided for the transportation beam and tie-down clip design, load-out process, and coordination required between engineering, marine, and other teams to successfully transport modules by barge.
The document discusses probabilistic modeling of ship collisions and damage. It introduces SIMCOL, a simplified collision model used to predict the extent of damage to ship structures from accidental collisions. It discusses using probabilistic density functions to model collision scenarios and risk-based ship design to mitigate collision consequences through structural design optimization. The goal is to predict probabilistic damage as a function of ship design using SIMCOL and scenario probabilities to inform damage stability calculations and design.
The document summarizes a stochastic model developed to predict maritime accidents in the Strait of Istanbul. The model simulates vessel traffic based on factors like surface currents, vessel size distributions, and pilotage error. It calculates the probability distributions of vessel positions and uses this to estimate the risk of collisions, groundings, and rammings. The results show the highest risks occur for large southbound vessels. Certain areas like Kandilli have higher risks matching historical accident data. The model can help identify high risk areas and factors.
BEND-TWIST COUPLING AND ITS EFFECT ON CAVITATION INCEPTION OF COMPOSITE MARIN...IAEME Publication
Cavitation in marine propellers has adverse effects such as noise, erosion and vibrations which result in loss of lift and increase in drag. The radiated noise level of any form of cavitation is of the order of magnitude higher than the noise level of non-cavitating flow. This is used by navy ships to detect and locate other ships. Cavitation has to be discouraged from stealth point of view. Generally marine propellers are made with NAB. The NAB propeller can be replaced with the composite propeller which has intrinsic bend-twist coupling for performance enhancement.
Design of midship section based on hydrostatic and hydrodynamic loadsISAAC SAMUEL RAJA T
The ship hull is the major part of the ship which
forms the skeleton of ships bottom structure. There is a need
for the naval architects and engineers to make the hull a super
strong structure by making the hull heavier to withstand
heavy loads (which may not be needed for certain offshore
conditions). If the mass of the ship increases, then the
propulsive power of the hull decreases. So, the work
concentrated on determination of effective thickness of the
hull structure is important. Various mid ship sections of 120m
container ship are modelled in Solidworks software and
analysed with alloy steel, titanium alloy, and aluminium alloy
in Solidworks simulation 2014 tool. Dead weight of the ship,
hydrodynamic loads and hydrostatic loads were consideration
during structural simulation. Best mid ship section with
optimum thickness and suitable material is determined.
International Journal of Engineering Research and Applications (IJERA) aims to cover the latest outstanding developments in the field of all Engineering Technologies & science.
International Journal of Engineering Research and Applications (IJERA) is a team of researchers not publication services or private publications running the journals for monetary benefits, we are association of scientists and academia who focus only on supporting authors who want to publish their work. The articles published in our journal can be accessed online, all the articles will be archived for real time access.
Our journal system primarily aims to bring out the research talent and the works done by sciaentists, academia, engineers, practitioners, scholars, post graduate students of engineering and science. This journal aims to cover the scientific research in a broader sense and not publishing a niche area of research facilitating researchers from various verticals to publish their papers. It is also aimed to provide a platform for the researchers to publish in a shorter of time, enabling them to continue further All articles published are freely available to scientific researchers in the Government agencies,educators and the general public. We are taking serious efforts to promote our journal across the globe in various ways, we are sure that our journal will act as a scientific platform for all researchers to publish their works online.
This document summarizes a study investigating the role of bulkheads and crack stopper straps in the fail-safe design of aircraft fuselages. A finite element analysis was conducted to model a section of fuselage containing longitudinal stiffeners, a bulkhead, and crack stopper straps. Stress intensity factors were calculated with and without the crack stopper straps to determine their effectiveness in arresting cracks. The analysis found that the crack stopper straps reduced stress intensity at the crack tip, improving the structure's ability to arrest cracks before they propagate catastrophically. This demonstrates the importance of bulkheads and crack stopper straps in achieving the damage tolerance designed to safely sustain cracks in aircraft fuselages.
Investigation of the Role of Bulkhead and Crack Stopper Strap in the Fail-Saf...IJMER
This document summarizes an investigation into the role of bulkheads and crack stopper straps in the fail-safe design of aircraft fuselages. A finite element analysis was conducted to model a section of fuselage containing a longitudinal crack. Stress intensity factors were calculated with and without crack stopper straps present. The analysis found that crack stopper straps reduced stress intensity at the crack tip, helping arrest crack growth. This demonstrates how bulkheads and crack stopper straps improve an aircraft's ability to sustain damage from fatigue cracks, in accordance with damage tolerant design philosophies.
Ship structure safety is a necessary condition for safe shipping. While weather and sea conditions cannot be controlled, safety can be improved by ensuring the technical state of the ship is sound and reducing human errors. Over the past 25 years, around 419 bulk carriers have sunk in severe weather, resulting in approximately 2000 crew deaths mostly due to structural failures. Notable disasters like the sinking of the ferry Estonia in 1994 and environmental disasters caused by the tankers Erica in 1999 and Prestige further highlighted the importance of ship structure safety. As a result, organizations like IMO and IACS have developed new risk-based structural standards and rules to minimize the probability of failures and improve safety.
Review on Design Optimization of Liquid Carrier Tanker for Reduction of Slosh...IOSR Journals
Abstract: This Paper Reviews Briefly The Current Research On Sloshing And Its Effect In Liquid Carrier
Tanker. The Aim Of This Paper To Study The Basics Of Sloshing And Its Prevention (Mainly In Liquid Carrier
Tanker) The Liquid Sloshing Is Free Surface Fluctuation Of Liquid When Its Container Is Excited By External
Vibrations Such As Earthquakes. The Liquid Sloshing May Cause Various Engineering Problem, For Example
Instability Of Ships In Aero Engineering And Ocean Engineering, Failures On Structural Systems Of The
Liquid Container. The Tanker Used For The Transportation Of Liquid Over The Road-Ways Is An Integral
Part Of The Carrier/Vehicle. The Tanker Is Expected To Withstand The Unbalanced Forces On Account Of
Transit Over Uneven And Irregular Surfaces/Contours Of The Road As Also Due To Sudden Acceleration Or
Deceleration (Due To Application Of Brakes).
Keywords-Sloshing, Impact, Baffle, Simulation
This document discusses a CFD modelling project to analyze the aerodynamic interference between yachts sailing upwind. The project uses Ansys CFX software to simulate the flow between two yachts at full scale. Initial simulations are run with a single yacht to understand the wind flow patterns. Additional simulations are then run with two yachts in various proximity configurations. The results show that interference effects, including negative and positive changes in driving forces, can be predicted by analyzing the wind behavior around a single yacht. Contour plots of interference zones are presented, indicating where interactions between the yachts are most intense. The data and insights from this project could help sailors and race strategists develop effective racing plans by understanding
A Comparative Analysis for Predicting Ship Squat in Shallow WaterIRJET Journal
This document discusses ship squat, which is the phenomenon where a ship sinks deeper in the water and alters its trim as it increases speed. It provides an overview of ship squat, compares different empirical formulas for predicting squat values, and analyzes how factors like ship speed, block coefficient, boundary layer thickness, and shear stress affect squat. The analysis shows that squat generally increases significantly with ship speed and is more pronounced for ships with higher block coefficients. It also demonstrates that different empirical formulas can produce varying squat predictions, so more conservative formulas are preferable for ensuring safe navigation. Boundary layer thickness and shear stress are also found to grow with distance from the ship's bow and increase at higher speeds.
Implications of the Second Generation Intact Stability Criteria When Applied ...IJMERJOURNAL
ABSTRACT: To address the problems of dynamic stability failures, the International Maritime Organisation plan to supersede the intact stability criteria. The draft criteria have been applied to a New Zealand naval patrol vessel to aid in understanding the implication imposed by the revised criteria. This paper addresses how the criteria were applied to the vessel and presents the outcomes of the calculated vulnerabilities. A computational simulation was conducted for the broaching phenomenon using four possible phenomenon-inducing wavelengths. It was found that the patrol vessel broached by more than fifteen degrees over a seven second time period. Therefore, taking into account the simplifications of the analysis, the OPVs, like other vessels, could be deemed vulnerable to the surf-riding and broaching-to phenomenon for these given, operationally avoidable, encounter conditions. Further analysis is recommended when the draft criteria is finalised.
propulsion engineering-02-resistance of shipsfahrenheit
propulsion engineering-02-resistance of shipsMarine Engineering (Marine Propulsion)
This program is designed for those students who want training in marine gasoline and diesel engines without immediately
pursuing the Associate in Science degree. The certificate is issued by the Marine Engineering Department and attests to
the completion of the courses outlined below. These courses may also apply to the A.S. degree in Marine Engineering if a
student later decides on that option. Program duration is one (1) calendar year.
Gasoline Engines (9 credits required)
MTE 1053C 2 & 4-Cycle Outboard Engine Repair & Maintenance (3)
MTE 1166C Marine Ignition and Fuel Systems (3)
MTE 2072C Marine Propulsion Gasoline Engine Troubleshooting (3)
Diesel Engines (12 credits required)
MTE 1001C Marine Diesel Engine Overhaul (3)
MTE 1056C Marine Diesel Systems (3)
MTE 2058C Diesel Engine Testing Troubleshooting Procedures (3)
MTE 2160C Diesel Fuel Injection Systems (3)
Program Core (Choose 4)
MTE 1183C Marine Engine Installation and Repowering Procedures (3) |
MTE 1400C Applied Marine Electricity (3)
MTE 1651C Gas & Electric Welding (3)
MTE 2054C Marine 4-Cycle Stern Drive Inboard Engines (3)
MTE 2062 Marine Corrosion and Corrosion Prevention (2)
MTE 2234C Marine Gearcase, Outdrives and Transmission System (4)
Total Credits Required: 32/34
Optional Factory Certifications:
Bombardier/Evinrude Marine:
° Evinrude E-Tec Outboards
° Evinrude E-Tech V Models
Mercury Marine:
° Propeller 1
° Corrosion 1
° Hydraulics
° Smart Craft 1
° Fuels and Lubes
° Fuel II
° Electrical II
° Navigating DDT
° Outboard Rigging
° Mercruiser EFI System
State of Florida :
° Safe Boating
° Livery Certification
Other Optional Certificatios:
° USCG Captains License
° American Welding Society, Welding Certifications
° FKCC Welding Certification
This document provides an introduction to fendering, which protects ships and berths from damage during berthing. It discusses the types of berthing (ship-to-jetty and ship-to-ship), selecting the appropriate fender based on factors like berthing energy and vessel characteristics, and fender design standards. The document is presented in multiple sections covering topics like berthing energy calculation, side versus end berthing, selecting the right fixed or floating fender based on energy capacity and reaction force, and relevant industry standards.
Determination of Fatigue Life of Surface Propeller by Using Finite Element An...sawan kumar
This document summarizes research on modeling and analyzing the fatigue life of a surface propeller using finite element analysis. The propeller was modeled in CATIA and analyzed in ABAQUS to determine stresses and fatigue life. Static structural testing was conducted by varying material properties, and fatigue analysis was performed to analyze the safety factor. Carbon UD/epoxy composite was identified as the best performing material based on the static and fatigue analyses, as it experienced less stress than aluminum. The analyses showed that a composite material propeller would have a longer fatigue life than a metal propeller.
DESIGN OPTIMIZATION AND VALIDATION THROUGH FE ANALYSIS OF PARALLEL MOTION FENDERijsrd.com
This document summarizes research on optimizing the design of parallel motion marine fenders. Parallel motion fenders consist of a fender panel supported by arms attached to a torsion tube. The current design fails due to stresses on the torque arm from ship impacts. The researchers modeled an existing parallel motion fender and analyzed stresses from ship impacts at different angles. They then modified the design by adding a gear mechanism to distribute loads and eliminate the torque arm. Analysis of the new design found stresses below allowable limits with a safety factor of 4.42, indicating the gear mechanism achieves the goal of optimizing the parallel motion fender design.
IRJET- Experimental and Numerical Study of Impact Energy Absorption of Sa...IRJET Journal
This document summarizes experimental and numerical research on the impact energy absorption of sandwich composite structures with honeycomb cores for safety-critical applications. Quasi-static and dynamic impact tests were performed on sandwich composites made of woven glass fiber-polyvinyl ester facesheets bonded to polypropylene hexagonal honeycomb cores. Finite element models were validated based on the experimental results and used to evaluate the effect of geometric parameters on dynamic behavior and energy absorption. The research aims to investigate the impact performance of these materials to help assess their suitability for structures requiring impact load suppression and safety.
The document discusses a study on the effect of resistance and wake distribution in a catamaran converted from a monohull. It presents the background and objectives of the study. The study involves using Maxsurf software to model the monohull and calculate its resistance. The monohull dimensions are then used to design the catamaran geometry in Rhinoceros. Computational fluid dynamics analysis is performed using the catamaran models to generate wave profiles and compare resistance between the monohull and catamarans. The results from CFD are also validated against Maxsurf simulations.
4th Modern Marketing Reckoner by MMA Global India & Group M: 60+ experts on W...Social Samosa
The Modern Marketing Reckoner (MMR) is a comprehensive resource packed with POVs from 60+ industry leaders on how AI is transforming the 4 key pillars of marketing – product, place, price and promotions.
06-04-2024 - NYC Tech Week - Discussion on Vector Databases, Unstructured Data and AI
Discussion on Vector Databases, Unstructured Data and AI
https://www.meetup.com/unstructured-data-meetup-new-york/
This meetup is for people working in unstructured data. Speakers will come present about related topics such as vector databases, LLMs, and managing data at scale. The intended audience of this group includes roles like machine learning engineers, data scientists, data engineers, software engineers, and PMs.This meetup was formerly Milvus Meetup, and is sponsored by Zilliz maintainers of Milvus.
Enhanced Enterprise Intelligence with your personal AI Data Copilot.pdfGetInData
Recently we have observed the rise of open-source Large Language Models (LLMs) that are community-driven or developed by the AI market leaders, such as Meta (Llama3), Databricks (DBRX) and Snowflake (Arctic). On the other hand, there is a growth in interest in specialized, carefully fine-tuned yet relatively small models that can efficiently assist programmers in day-to-day tasks. Finally, Retrieval-Augmented Generation (RAG) architectures have gained a lot of traction as the preferred approach for LLMs context and prompt augmentation for building conversational SQL data copilots, code copilots and chatbots.
In this presentation, we will show how we built upon these three concepts a robust Data Copilot that can help to democratize access to company data assets and boost performance of everyone working with data platforms.
Why do we need yet another (open-source ) Copilot?
How can we build one?
Architecture and evaluation
Learn SQL from basic queries to Advance queriesmanishkhaire30
Dive into the world of data analysis with our comprehensive guide on mastering SQL! This presentation offers a practical approach to learning SQL, focusing on real-world applications and hands-on practice. Whether you're a beginner or looking to sharpen your skills, this guide provides the tools you need to extract, analyze, and interpret data effectively.
Key Highlights:
Foundations of SQL: Understand the basics of SQL, including data retrieval, filtering, and aggregation.
Advanced Queries: Learn to craft complex queries to uncover deep insights from your data.
Data Trends and Patterns: Discover how to identify and interpret trends and patterns in your datasets.
Practical Examples: Follow step-by-step examples to apply SQL techniques in real-world scenarios.
Actionable Insights: Gain the skills to derive actionable insights that drive informed decision-making.
Join us on this journey to enhance your data analysis capabilities and unlock the full potential of SQL. Perfect for data enthusiasts, analysts, and anyone eager to harness the power of data!
#DataAnalysis #SQL #LearningSQL #DataInsights #DataScience #Analytics
Analysis insight about a Flyball dog competition team's performanceroli9797
Insight of my analysis about a Flyball dog competition team's last year performance. Find more: https://github.com/rolandnagy-ds/flyball_race_analysis/tree/main
State of Artificial intelligence Report 2023kuntobimo2016
Artificial intelligence (AI) is a multidisciplinary field of science and engineering whose goal is to create intelligent machines.
We believe that AI will be a force multiplier on technological progress in our increasingly digital, data-driven world. This is because everything around us today, ranging from culture to consumer products, is a product of intelligence.
The State of AI Report is now in its sixth year. Consider this report as a compilation of the most interesting things we’ve seen with a goal of triggering an informed conversation about the state of AI and its implication for the future.
We consider the following key dimensions in our report:
Research: Technology breakthroughs and their capabilities.
Industry: Areas of commercial application for AI and its business impact.
Politics: Regulation of AI, its economic implications and the evolving geopolitics of AI.
Safety: Identifying and mitigating catastrophic risks that highly-capable future AI systems could pose to us.
Predictions: What we believe will happen in the next 12 months and a 2022 performance review to keep us honest.
Predictably Improve Your B2B Tech Company's Performance by Leveraging DataKiwi Creative
Harness the power of AI-backed reports, benchmarking and data analysis to predict trends and detect anomalies in your marketing efforts.
Peter Caputa, CEO at Databox, reveals how you can discover the strategies and tools to increase your growth rate (and margins!).
From metrics to track to data habits to pick up, enhance your reporting for powerful insights to improve your B2B tech company's marketing.
- - -
This is the webinar recording from the June 2024 HubSpot User Group (HUG) for B2B Technology USA.
Watch the video recording at https://youtu.be/5vjwGfPN9lw
Sign up for future HUG events at https://events.hubspot.com/b2b-technology-usa/
Global Situational Awareness of A.I. and where its headedvikram sood
You can see the future first in San Francisco.
Over the past year, the talk of the town has shifted from $10 billion compute clusters to $100 billion clusters to trillion-dollar clusters. Every six months another zero is added to the boardroom plans. Behind the scenes, there’s a fierce scramble to secure every power contract still available for the rest of the decade, every voltage transformer that can possibly be procured. American big business is gearing up to pour trillions of dollars into a long-unseen mobilization of American industrial might. By the end of the decade, American electricity production will have grown tens of percent; from the shale fields of Pennsylvania to the solar farms of Nevada, hundreds of millions of GPUs will hum.
The AGI race has begun. We are building machines that can think and reason. By 2025/26, these machines will outpace college graduates. By the end of the decade, they will be smarter than you or I; we will have superintelligence, in the true sense of the word. Along the way, national security forces not seen in half a century will be un-leashed, and before long, The Project will be on. If we’re lucky, we’ll be in an all-out race with the CCP; if we’re unlucky, an all-out war.
Everyone is now talking about AI, but few have the faintest glimmer of what is about to hit them. Nvidia analysts still think 2024 might be close to the peak. Mainstream pundits are stuck on the wilful blindness of “it’s just predicting the next word”. They see only hype and business-as-usual; at most they entertain another internet-scale technological change.
Before long, the world will wake up. But right now, there are perhaps a few hundred people, most of them in San Francisco and the AI labs, that have situational awareness. Through whatever peculiar forces of fate, I have found myself amongst them. A few years ago, these people were derided as crazy—but they trusted the trendlines, which allowed them to correctly predict the AI advances of the past few years. Whether these people are also right about the next few years remains to be seen. But these are very smart people—the smartest people I have ever met—and they are the ones building this technology. Perhaps they will be an odd footnote in history, or perhaps they will go down in history like Szilard and Oppenheimer and Teller. If they are seeing the future even close to correctly, we are in for a wild ride.
Let me tell you what we see.
The Building Blocks of QuestDB, a Time Series Databasejavier ramirez
Talk Delivered at Valencia Codes Meetup 2024-06.
Traditionally, databases have treated timestamps just as another data type. However, when performing real-time analytics, timestamps should be first class citizens and we need rich time semantics to get the most out of our data. We also need to deal with ever growing datasets while keeping performant, which is as fun as it sounds.
It is no wonder time-series databases are now more popular than ever before. Join me in this session to learn about the internal architecture and building blocks of QuestDB, an open source time-series database designed for speed. We will also review a history of some of the changes we have gone over the past two years to deal with late and unordered data, non-blocking writes, read-replicas, or faster batch ingestion.
The Building Blocks of QuestDB, a Time Series Database
3732 2803-1-pb
1. Makara J. Technol. 24/1 (2020), 16
doi: 10.7454/mst.v24i1.3732
April 2020 | Vol. 24 | No. 11
Effects of Collision Damage on the Ultimate Strength of FPSO Vessels
Muhammad Zubair Muis Alie1*
, Dian Ramasari1
, Taufiqur Rachman1
, and Ristiyanto Adiputra2
1. Faculty of Engineering, Department of Ocean Engineering, Universitas Hasanuddin, Makassar 90245, Indonesia
2. Faculty of Engineering, Kyushu University, Fukuoka, 819-0395, Jepang
*
e-mail: zubair.m@eng.unhas.ac.id
Abstract
Floating production storage offloading (FPSO) vessels are movable offshore structures. These structures are designed
with large dimensions, and their decks are loaded with several types of equipment. During collision damage, the hull
and deck parts loaded with equipment are severely affected. Therefore, the ultimate strength of FPSO vessels should be
thoroughly checked and evaluated. The objective of the present study is to analyze the ultimate strength of FPSO
vessels against collision damage characterized by hogging and sagging under longitudinal bending. The cross section of
an FPSO vessel is modeled with elements composed of stiffened and unstiffened plates. The vessel length is assumed to
occupy one frame space. The ultimate strength of FPSO vessels against collision damage is determined by performing a
numerical analysis under hogging and sagging conditions. Multipoint constraint is applied to both sides of the cross
section, and the material properties are set to be constant. Collision damage is represented by the loss of element
stiffness, and it represents the percentage of the ship’s depth. For the extent of transversal damage, B/16 is set to be
constant. The minimum and maximum collision damages are taken as 10% and 60% of the ship’s depth, respectively.
Numerical results show that the ultimate strength of FPSO vessels and their bending stiffness decrease under collision.
Abstrak
Pengaruh Kerusakan Tubrukan terhadap Kekuatan Kapal FPSO. FPSO adalah floating production storage
offloading, salah satu struktur offshore dengan karakteristik bergerak. Struktur tersebut didesain dengan dimensi besar
yang terdiri dari banyak peralatan di geladak. Ketika tubrukan terjadi, lambung kapal tidak hanya menerima
dampaknya, tetapi juga geladak dimana banyak peralatan di tempatkan pada daerah tersebut. Oleh karena itu, kejadian
ini harus diperiksa dan dievaluasi untuk kekuatan kapal. Tujuan dari penelitian ini adalah untuk menganalisis kekuatan
kapal FPSO yang disebabkan oleh kerusakan tubrukan pada kondisi hogging dan sagging dalam arah membujur.
Penampang kapal FPSO dimodelkan dengan memilki elemen yang terdiri dari pelat dan pelat berpenegar. Panjang kapal
diasumsikan dengan satu jarak gading. Kekuatan kapal FPSO yang disebabkan oleh tubrukan dianalisis dengan
menggunakan analisis numerik pada kondisi hogging dan sagging. MPC dtempatkan pada kedua sisi penampang kapal
dan properti material dibuat konstan. Kerusakan tubrukan digambarkan oleh hilangnya kekakuan elemen dan
merepresentasikan persentasi dari tinggi kapal. Pada arah melintang bagian geladak kapal, kerusakan tubrukan diambil
B/16. Kerusakan tubrukan diambil 10% dan 60% untuk nilai minimum dan maksimum dari tinggi kapal secara berturut-
turut. Hasil diperoleh bahwa kekuatan kapal yang disebabkan oleh kerusakan tubrukan dengan solusi numerik
berkurang termasuk kekakuan lenturnya.
Keywords: FPSO, cross-section, collision damage, hogging-sagging, ultimate strength
1. Introduction
One of the most dangerous accidents that a ship could
experience is a collision. Collision becomes increasingly
hazardous when a ship’s deck is loaded with equipment
and experiences hogging and sagging under longitudinal
bending conditions. Therefore, collision events must be
analyzed in terms of the structural strength criterion.
Using an analytical approach and finite element (FE)
analysis, Zhang [1] conducted model-scale and full-
scale collision tests to quantify key calculation
parameters and to verify the capability and accuracy of
the proposed analytical method. Muis Alie [2] analyzed
the residual strength of an asymmetrically damaged ship
hull girder under longitudinal bending. In the study, the
beam FE method was used to assess the residual
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strength of two single-hull bulk carriers and a three-
cargo-hold model of a single-side Panamax bulk carrier
under hogging and sagging conditions. Parunov [3]
assessed the residual ultimate strength of an Aframax-
class double hull oil tanker damaged in a collision. Muis
Alie [4] employed a simplified approach to study the
ultimate hull girder strength of asymmetrically damaged
ships. Liu [5] adopted a simplified analytical method to
examine the energy absorbing mechanisms of intact and
damaged small-scale stiffened plate specimens that were
quasi-statically punched at the midspan by a rigid wedge
indenter. The purpose was to highlight the importance
of large-scale collision and grounding experiments and
to discuss the technical difficulties and challenges in
analytical, empirical, and numerical analyses.
Liu [6] also compared two methods on the basis of FE
simulations to assess the external dynamics and internal
mechanics in ship collisions. One method treats
independently the external dynamics and internal
mechanics (decoupled method), whereas the other one
couples their interaction (coupled method). Campanile
[7] applied a modified incremental–iterative method to
account for instantaneous neutral axis rotation due to an
asymmetrically damaged cross section in collision
events. In [8], a reliability analysis of an oil tanker in
intact conditions was performed to investigate the
incidence of load combination methods on hull girder
sagging/hogging time-variant failure probability. Muis
Alie [9] conducted a progressive collapse analysis of the
local elements and ultimate strength of a roll-on–roll-of
ship. In [10], a structural reliability analysis (SRA)
model based on a Bayesian belief network (BBN) was
proposed for hull girder collapse risks after accidents. A
BBN was used to represent the random states of
variable risk events after accidents, as well as the
dependencies between events. SRA was used to
evaluate the failure probability of hull girders for each
possible accident condition. The hull girder collapse risk
of a membrane liquefied natural gas carrier after
grounding was also analyzed. Underwood [11] studied
the use of progressive collapse analysis to model
damaged box girders for the assessment of structures
across multiple frame boundaries. The study showed
that although progressive collapse analysis can be
applied to the assessment of damaged box girders,
implementing the newly proposed assessment enhances
the accuracy in the calculation of collapse strength
through the capture of the true mode of failure. Prestileo
[12] explored the reliability assessment of the hull
girder of a crude oil tanker while referring to a scenario
in which the ship is exposed to sea loads after damage
to the bottom of the hull. A number of possible flooding
configurations were examined, with each one caused by
a group of damage cases and characterized by different
locations and extents. Saydam [13] presented a
probabilistic framework for the performance assessment
of ship hulls under sudden damage while accounting for
different operational conditions. Sudden damage
scenarios included grounding and collision accidents.
The combined effects of sudden damage and
progressive deterioration due to corrosion were
investigated. The performance of a ship hull was
quantified in terms of ship reliability and robustness.
Floating production storage offloading (FPSO) vessels
are mobile offshore structures that are exposed to
potential damage, such as collision with other vessels.
The analysis of ship damage, particularly for FPSO
vessels, is limited. Hence, the present study is
conducted to analyze FPSO vessels subjected to
collision damage. The effects of collision damage on the
ultimate strength of FPSO vessels under hogging and
sagging conditions are analyzed. The cross section of an
FPSO vessel is modeled with elements composed of
stiffened and unstiffened plates. The length of the ship
is assumed to occupy one frame space to simplify the
numerical calculation. The ultimate strength of FPSO
vessels under collision damage is determined by
performing a numerical analysis under hogging and
sagging conditions. The nonlinear FE method code
ANSYS is adopted for the numerical calculation.
The longitudinal bulkhead of a ship is located at the
center of the cross section. The cross section is shaped
like a box, i.e., it has no bilge radius. The multipoint
constraint approach is applied to both sides of the cross
section, and the material properties are set to be
constant. Collision damage is represented by the loss of
element stiffness and denotes the percentage of a ship’s
depth. For the extent of transversal damage, B/16 is set
to be constant. The minimum and maximum collision
damages are taken as 10% and 60% of the ship’s depth,
respectively.
2. Finite Element Modeling
The ultimate strength of FPSO vessels is analyzed using
a numerical solution. The nonlinear FE method is
applied to the calculation, which includes the behavior
of FPSO vessels under hogging and sagging conditions.
Hence, the FPSO dimensions are presented. The length,
breadth, and depth of a ship are 256.5, 70.2, and 20.7 m,
respectively. The ultimate strength analysis is conducted
with consideration of three conditions: intact condition,
10% collision damage, and 60% collision damage. The
intact condition is characterized by the absence of
collision damage to the side shell of the ship’s cross
section. The Young’s modulus, yield strength, and
Poisson ratio are set to be 210,000 N/mm2
, 325 N/mm2
,
and 0.3, respectively. The quadrilateral 181 shell
element is imposed on the model. The FE model of the
FPSO with intact condition is shown in Figure 1.
For the collision damage conditions, the cross section of
the FPSO vessel is modeled by removing the elements
3. Effects of Collision Damage on the Ultimate Strength
Makara J. Technol. 1 April 2020 Vol. 24 No. 1
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from the area. The multipoint constraint is applied to
both sides of the cross section. In the present study, the
minimum and maximum collision damages are taken as
10% and 60%, respectively, to simplify the calculation.
Other damage percentages were considered by Muis
Alie [14] for bulk carriers. Figures 2 and 3 show the 2D
and 3D models of 10% and 60% collision damage,
respectively.
Figure 1. FE Model of Intact FPSO
(a) 2D FE Model
(b) 3D FE Model
Figure 2. FPSO Under 10% Collision Damage
(a) 2D FE Model
(b) 3D FE Model
Figure 3. FPSO Under 60% Collision Damage
3. Results and Discussions
The ultimate strength obtained by the numerical method
is presented in terms of stress distributions and
moment–curvature relationships under intact and
damage conditions characterized by hogging and
sagging. Figures 4 and 5 illustrate the stress
distributions for intact case under hogging and sagging
conditions, respectively. Under hogging, the deck
experiences tension, and the bottom part is compressed,
as respectively marked by the red and blue colors in
Figure 4. Under sagging, the tension occurs at the
bottom part, and compression is noted at the deck part.
For the intact case, the stress distribution is uniformly
distributed along the deck and bottom part.
In [3],[5],6], the ultimate strength of the ship hull girder
with damage was analyzed using the FE method. The
damage model in these studies is considerably different
from that in the present study. However, Muis Alie [14]
analyzed a ship hull girder with several collision
damages using a three-hold model of a bulk carrier. The
longitudinal damage extent was taken as B/16 and kept
constant for all damage cases. This parameter is also
applied in the present study.
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Figure 4. Stress Distribution for Intact Case Under Hogging
Figure 5. Stress Distribution for Intact Case Under Sagging
Figure 6. Stress Distribution for 10% Damage Under
Hogging Condition
Figure 6 shows the stress distribution for the case of
10% collision damage under hogging. The stress
distribution spreads from the damaged part of the deck
to the undamaged part. The deck part is under tension,
and the bottom is under compression. Under sagging
condition, the deck part is under compression while the
bottom is under tension (Figure 7). No damage is noted
in the bottom area. The maximum and minimum values
of the stress distributions are observed at the deck and
bottom parts, respectively.
Figures 8 and 9 show the stress distributions for the case
of 60% collision damage under hogging and sagging
conditions, respectively. The behavior in this case is
similar to the stress distribution for the case of 10%
damage [14]. The maximum and minimum values of the
stress distributions are marked with red and blue colors,
respectively.
Collision damages are located not only at the side shell
but also at the corner of the deck part. The collision
damages are modeled by simply removing the elements
at the deck part and side shell. The extent of the vertical
damage is represented by the ship’s depth. Generally,
when collision damage affects at the side shell, the neutral
axis rotates along the longitudinal direction [4],[7].
Figure 7. Stress Distribution for 10% Damage Under
Sagging Condition
Figure 8. Stress Distribution for 60% Damage Under
Hogging Condition
5. Effects of Collision Damage on the Ultimate Strength
Makara J. Technol. 1 April 2020 Vol. 24 No. 1
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Figure 9. Stress Distribution for 60% Damage Under
Sagging Condition
Figure 10. Moment–curvature Relationship
Collisions between FPSO vessels and other ships are
possible, and the consequences of such collisions can be
severe. The crashworthiness of FPSO side structures
must be considered in the preliminary stage of structural
design. An analytical method was proposed for rapidly
predicting the responses of FPSO side structures to
collision with a ship with a rigid bulbous bow. The
method is suitable for use in the preliminary phase of
structural design because it is based on a series of close-
formed formulas derived using a simplified analytical
method. Moreover, such analytical method only requires
a few parameters for calculation. The proposed
analytical method was developed by combining several
primary failure models of major double-shell members.
Such models include the plate punching model, plate
perforating model, plate denting model, plate tearing
model, and X-shaped structure crushing model. The
curves of impact load versus indentation for three
typical collision scenarios were obtained with the
proposed method. These curves show in detail the
collision process until rupture occurs in the inner shell.
They also aid in the evaluation of the crashworthiness of
FPSO side structures. The accuracy of the analytical
method was verified by numerical simulations using
code LS_DYNA [15].
Figure 10 shows the moment–curvature relationship for
the cases of intact condition, 10% collision damage, and
60% collision damage under hogging and sagging
conditions. The solid line represents the ultimate
strength for the intact case. The dashed and dotted lines
represent the cases of 10% and 60% collision damage,
respectively.
According to the figure, the ultimate strength decreases
due to the loss of element stiffness. However, the
bending stiffness is a straight line. The significant
influence of collision damage is noted under the sagging
condition. This result may be due to the elements at the
deck and bottom parts showing completely different
box-like cross sections.
4. Conclusion
The ultimate strength of FPSO vessels under intact
condition, 10% collision damage, and 60% collision
damage given hogging and sagging conditions was
determined using the proposed numerical solution. The
following conclusions can be drawn. The stress
distribution spreads from the damaged part to the intact
part. The effect of collision damage on the ultimate
strength of FPSO vessels is significant due to the loss of
element stiffness in the damaged areas.
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