This document summarizes a study on estimating the fatigue life of the rear fuselage structure of an aircraft. The researchers created a finite element model of the rear fuselage structure in CATIA and analyzed it in MSC.PATRAN and MSC.NASTRAN to identify high stress regions. They found the maximum stress locations were at cut-out corners and rivet holes in the skin. A local model with finer meshing around the cargo door cut-out was also analyzed. Fatigue life was then estimated using Miner's rule and an S-N curve, accounting for factors like surface roughness and reliability. Damage was accumulated over the expected load cycles to predict fatigue life until crack initiation.
Fatigue Analysis of a Pressurized Aircraft Fuselage Modification using Hyperw...Altair
Fatigue Analyses of modifications on pressurized aircraft fuselages are both necessary and tedious. Using the Hyperworks software suite and StressCheck, RUAG has developed a fatigue analysis method which streamlines the process from the creation of the spectrum up to the detailed analysis of selected fastener holes and delivers results quickly and efficiently.
This method was then used to certify the installation of two large windows in the floor of a single engine turboprop A/C for aerial survey applications.
Speakers
David Schmid, Manager Structural Analysis, RUAG Schweiz AG
Stress and fatigue analysis of landing gear axle of a trainer aircrafteSAT Journals
Abstract The undercarriage or landing gear of an aircraft is the structure that supports an aircraft on the ground and allows it to taxi, takeoff and land. Among the various parts of landing gear, axle is the most critical component where the loads (landing and ground loads) act on the axle first, then transferred to the structure. In this study stress and fatigue analysis of the axle is performed to meet the strength and life requirements. The modeling of the axle is done using UniGraphics (UG) software. Stress analysis is carried out using MSC Patran (pre-processing and post-processing)/Nastran (solver) for different landing loads (spin up, spring back, maximum vertical and drift) and ground handling loads (braking, taxing and turning). Stress analysis was carried out by both classical and FEM approaches and by comparing the results it was obvious that they were in correlation with one another. Fatigue analysis was also carried out for the axle using landing spectrum and ground handling spectrum to estimate the fatigue life. By the iteration process, the requirement of 10000 landings was satisfied. Keywords: Static, Fatigue, Axle, Fatigue life, UniGraphics, MSC Patran, MSC Nastran
Structural detailing of fuselage of aeroplane /aircraft.PriyankaKg4
This presentation is about the structural detailing of fuselage of aeroplane .The fuselage or body of the airplane, holds all the pieces together. The pilots sit in the cockpit at the front of the fuselage. Passengers and cargo are carried in the rear of the fuselage. Some aircraft carry fuel in the fuselage; others carry the fuel in the wings.
PRELIMINARY DESIGN APPROACH TO WING BOX LAYOUT AND STRUCTURAL CONFIGURATIONLahiru Dilshan
This is an assignment that was done to design the basic layout of the aircraft wing and structural configuration. Key aspects of the assignment are to design the structural layout, identify the basic component, identify the structural arrangement
Fatigue Analysis of a Pressurized Aircraft Fuselage Modification using Hyperw...Altair
Fatigue Analyses of modifications on pressurized aircraft fuselages are both necessary and tedious. Using the Hyperworks software suite and StressCheck, RUAG has developed a fatigue analysis method which streamlines the process from the creation of the spectrum up to the detailed analysis of selected fastener holes and delivers results quickly and efficiently.
This method was then used to certify the installation of two large windows in the floor of a single engine turboprop A/C for aerial survey applications.
Speakers
David Schmid, Manager Structural Analysis, RUAG Schweiz AG
Stress and fatigue analysis of landing gear axle of a trainer aircrafteSAT Journals
Abstract The undercarriage or landing gear of an aircraft is the structure that supports an aircraft on the ground and allows it to taxi, takeoff and land. Among the various parts of landing gear, axle is the most critical component where the loads (landing and ground loads) act on the axle first, then transferred to the structure. In this study stress and fatigue analysis of the axle is performed to meet the strength and life requirements. The modeling of the axle is done using UniGraphics (UG) software. Stress analysis is carried out using MSC Patran (pre-processing and post-processing)/Nastran (solver) for different landing loads (spin up, spring back, maximum vertical and drift) and ground handling loads (braking, taxing and turning). Stress analysis was carried out by both classical and FEM approaches and by comparing the results it was obvious that they were in correlation with one another. Fatigue analysis was also carried out for the axle using landing spectrum and ground handling spectrum to estimate the fatigue life. By the iteration process, the requirement of 10000 landings was satisfied. Keywords: Static, Fatigue, Axle, Fatigue life, UniGraphics, MSC Patran, MSC Nastran
Structural detailing of fuselage of aeroplane /aircraft.PriyankaKg4
This presentation is about the structural detailing of fuselage of aeroplane .The fuselage or body of the airplane, holds all the pieces together. The pilots sit in the cockpit at the front of the fuselage. Passengers and cargo are carried in the rear of the fuselage. Some aircraft carry fuel in the fuselage; others carry the fuel in the wings.
PRELIMINARY DESIGN APPROACH TO WING BOX LAYOUT AND STRUCTURAL CONFIGURATIONLahiru Dilshan
This is an assignment that was done to design the basic layout of the aircraft wing and structural configuration. Key aspects of the assignment are to design the structural layout, identify the basic component, identify the structural arrangement
Aircraft Finite Element Modelling for structure analysis using Altair ProductsAltair
The Airbus airframe design process has considerably evolved since 20 years with the constant improvement of numerical simulation capability and the computational means capacity. Today the size of Finite Element Models for aircraft structural behaviour study is exceeding the boundary of airframe components (fuselage section, wing); for the A350, a very large scale non-linear model of more than 60 million degrees of freedom has been developed to secure the static test campaign. This communication will illustrate the partnership with Altair and the use of Altair products for the creation and verification of very large models at Airbus. It will deal with: - Geometry preparation - Meshing - Property assignment - Assembly - Checking More generally, numerical simulation will play more and more a major role in the aircraft process, from the development of new concepts / derivatives to the support of the in-service fleet. Then, this presentation will also state the coming needs regarding model creation tools to cope with Airbus strategy.
Speakers
Marion Touboul, Ingénieur en Simulation Numérique - Calcul Structure, Airbus Opérations SAS
Optimizationof fuselage shape for better pressurization and drag reductioneSAT Journals
Abstract
The fuselage of any aircraft is essentially to accommodate the payload. It is normally not as streamlined as the wing. Cabin pressurization has been a major concern in the manufacturing of aircrafts. Generally, a cylindrical shape is preferred from a pressurization point of view as it has a higher strength and weighs less too. On the other hand, a sphere is considered as the best pressure vessel among all the shapes, but, sphere being a bluff body is not suitable for carrying payloads. On this note, a cylinder is considered to be better than a sphere to carry the payload and mainly to achieve a streamlined flow. In this paper, the shape chosen is a combination of the sphere and the cylinder to achieve optimum results for pressurization as well as a better streamlined flow. Our prime aim is to convert this bluff body into something more efficient and useful, rather than only for carrying the payload. We have focused basically on two details viz. 1) Better Pressurization and 2) to assist in minimizing the drag, thereby increasing the overall lift of the aircraft and hence increasing the fuel efficiency. The proposed fuselage structure was designed in CATIA V5 software and structural analyses were done in Auto-Desk Multi-Physics software. As a result, a better structural load capacity was found. A load of 10 N/mm2 was applied on both the bodies under consideration (cylinder and ellipse) having the same material, surface area, volume and weight. For the proposed elliptical design, 78% reduction in the minimum stress value and 10% reduction in the maximum stress value were noticed.
Keywords: Fuselage, Lifting Fuselage, Drag Reduction, Pressurization, Hoop Stress, Multi body design, Toroidal Shells, Multi-cylinder, Channel Propeller Configuration, Carbon Fiber, Graphite Fiber, Stabilization and Carbonization.
Aircraft Finite Element Modelling for structure analysis using Altair ProductsAltair
The Airbus airframe design process has considerably evolved since 20 years with the constant improvement of numerical simulation capability and the computational means capacity. Today the size of Finite Element Models for aircraft structural behaviour study is exceeding the boundary of airframe components (fuselage section, wing); for the A350, a very large scale non-linear model of more than 60 million degrees of freedom has been developed to secure the static test campaign. This communication will illustrate the partnership with Altair and the use of Altair products for the creation and verification of very large models at Airbus. It will deal with: - Geometry preparation - Meshing - Property assignment - Assembly - Checking More generally, numerical simulation will play more and more a major role in the aircraft process, from the development of new concepts / derivatives to the support of the in-service fleet. Then, this presentation will also state the coming needs regarding model creation tools to cope with Airbus strategy.
Speakers
Marion Touboul, Ingénieur en Simulation Numérique - Calcul Structure, Airbus Opérations SAS
Optimizationof fuselage shape for better pressurization and drag reductioneSAT Journals
Abstract
The fuselage of any aircraft is essentially to accommodate the payload. It is normally not as streamlined as the wing. Cabin pressurization has been a major concern in the manufacturing of aircrafts. Generally, a cylindrical shape is preferred from a pressurization point of view as it has a higher strength and weighs less too. On the other hand, a sphere is considered as the best pressure vessel among all the shapes, but, sphere being a bluff body is not suitable for carrying payloads. On this note, a cylinder is considered to be better than a sphere to carry the payload and mainly to achieve a streamlined flow. In this paper, the shape chosen is a combination of the sphere and the cylinder to achieve optimum results for pressurization as well as a better streamlined flow. Our prime aim is to convert this bluff body into something more efficient and useful, rather than only for carrying the payload. We have focused basically on two details viz. 1) Better Pressurization and 2) to assist in minimizing the drag, thereby increasing the overall lift of the aircraft and hence increasing the fuel efficiency. The proposed fuselage structure was designed in CATIA V5 software and structural analyses were done in Auto-Desk Multi-Physics software. As a result, a better structural load capacity was found. A load of 10 N/mm2 was applied on both the bodies under consideration (cylinder and ellipse) having the same material, surface area, volume and weight. For the proposed elliptical design, 78% reduction in the minimum stress value and 10% reduction in the maximum stress value were noticed.
Keywords: Fuselage, Lifting Fuselage, Drag Reduction, Pressurization, Hoop Stress, Multi body design, Toroidal Shells, Multi-cylinder, Channel Propeller Configuration, Carbon Fiber, Graphite Fiber, Stabilization and Carbonization.
A Step By Step Approach to Predict Fatigue, Wear Failure and Remaining Useful...Sentient Science
When I request a Multi-physics DigitalClone model from Sentient Science, how exactly does their team develop and use the model?
Our technical approach to predict future contact-based fatigue and wear life with DigitalClone prognostic models. In this webinar, you will learn what inputs go into the model, how the model is built and parameterized, and how the model is deployed to solve problems. Engineers, tribologists, and material scientists who work with rotating equipment and components should join this webinar. An example of a bearing and a gear in a gearbox will be shown.
Virtualized PC workplace as service: SwissdesktopChris Peter ⓥ
Der Swissdesktop der Firma futuretek aus der Schweiz ist ein DaaS (Desktop-as-a-Service) Angebot und ermöglicht die Virtualisierung von PC-Arbeitsplätzen. Für unter CHF 100 wird der Arbeitsplatz virtualisiert und die Daten sicher in einer Schweizer Cloud zentralisiert. Selbst Microsoft Software kann temporär und damit im "Pay-what-you-use" Modell kostengünstig und flexibel genutzt werden. Weitere Informationen: http://www.swissdesktop.com.
Air Transport Safety : A school english presentation has been given in 2007. It also talks about the crash of Tuninter Flight 1153 occured in August 2005.
Stress analysis and fatigue life prediction of wing fuselage lug joint attac...eSAT Publishing House
IJRET : International Journal of Research in Engineering and Technology is an international peer reviewed, online journal published by eSAT Publishing House for the enhancement of research in various disciplines of Engineering and Technology. The aim and scope of the journal is to provide an academic medium and an important reference for the advancement and dissemination of research results that support high-level learning, teaching and research in the fields of Engineering and Technology. We bring together Scientists, Academician, Field Engineers, Scholars and Students of related fields of Engineering and Technology.
The International Journal of Engineering & Science is aimed at providing a platform for researchers, engineers, scientists, or educators to publish their original research results, to exchange new ideas, to disseminate information in innovative designs, engineering experiences and technological skills. It is also the Journal's objective to promote engineering and technology education. All papers submitted to the Journal will be blind peer-reviewed. Only original articles will be published.
The papers for publication in The International Journal of Engineering& Science are selected through rigorous peer reviews to ensure originality, timeliness, relevance, and readability.
Apprioprate Boundary Condition for FEA of member isolated from global modelAun Haider
The wing of a fighter aircraft has various structural members which support aerodynamic and
inertial loads, and transmit these loads to the fuselage. As a foremost step to evaluate the structural
behaviour of the wing assembly, component contribution analysis is carried out. A finite element
analysis of wing tulip of fighter aircraft isolated from the wing was performed under the design
load case. Since aircraft wing is a statically indeterminate structure, reaction forces and moments
at the supports depend upon the stiffness characteristics of the wing itself. In addition, stiffness of
wing also affects the distribution of load and resulting deformation of the wing. These require that
support structure of tulip isolated from the global wing model is represented by appropriate boundary
conditions for the analysis. A comparative study for three boundary conditions (fixed support, nodal
displacements and elastic support) was carried out to determine the representative boundary
condition for the analysis of structural members isolated from the global model. It was found that
elastic support represents the stiffness of the global model and is a more appropriate boundary
condition for the analysis of local models which are isolated from a global model.
Design and Fatigue Analysis of a Typical Aircraft Wing fuselage Lug attachmen...SonuKumar1049
- The structure of a fighter jet is quite complicated. The aeroplane is required to do challenging
manoeuvres while fighting off enemies. During that, high magnitude stresses will be placed on the wings as a result
of the combination of high level acceleration and challenging maneuvers. The fighter aircraft often has multiple wing-fuselage attachment points. An aircraft
rarely has a static overload-related failure during its service life. Fatigue and damage tolerance design, analysis, testing, and service experience correlation are
crucial for maintaining an aircraft's airworthiness during
its entire economic service life. The fatigue loading that
occurs during service on lug-type joints completes load
transmission through the pin. This is why the wing-fuselage lug joints are regarded as the aircraft structure's most fracture-critical parts.In the current project, an attempt is made to
predict the fatigue life of a wing-fuselage attachment
bracket of a fighter aircraft to meet the stress and fatigue
design considerations. Subsequently, linear static analysis
is carried out. The stress results of finite element analysis
show that stress levels of lug structure meet the strength
requirement. Furthermore, utilizing constant amplitude SN data for various stress ratios and local stress history at
stress concentration, fatigue life computation is carried for a typical service loading. The lug structure's computed damage factor for the given load spectrum comes out to be less than one. This demonstrates that the wing lug structure is safe to use and that the crack has not initiated
Damage tolerance evaluation of wing in presence of large landing gear cutout ...eSAT Journals
Abstract Aircraft is symbol of a high performance mechanical structure, which has the ability to fly with a very high structural safety record. Aircraft experiences variable loading in service. Rarely an aircraft will fail due to a static overload during its service life. For the continued airworthiness of an aircraft during its entire economic service life, fatigue and damage tolerance design, analysis, testing and service experience correlation play a pivotal role. The present study includes the stress analysis and damage tolerance evaluation of the wing through a stiffened panel of the bottom skin with a landing gear cutout. Wing bottom skin experiences tensile stress field during flight. Cutouts required for fuel access and landing gear opening and retraction in the bottom skin will introduce stress concentration. Fatigue cracks will initiate from high tensile stress locations. An integral stiffened panel consisting a landing gear cutout is considered for the analysis. Stress analysis will identify the maximum tensile stress location in the panel. In a metallic structure fatigue manifests itself in the form of a crack which propagates. If the crack in a critical location goes unnoticed it could lead to a catastrophic failure of the airframe. A critical condition will occur when the stress intensity factor (SIF) at the crack tip becomes equal to fracture toughness of the material. SIF calculations will be carried out for a crack with incremental crack lengths using MVCCI method. Analytical evaluation of the crack arrest capability of the stiffening members ahead of the crack tip will be carried out. Index Terms: Key Aircraft, Design, wing, landing gear cutout, stress analysis, FEM, damage tolerance, integral stiffened panel.
Damage tolerance evaluation of wing in presence of large landing gear cutout ...eSAT Publishing House
IJRET : International Journal of Research in Engineering and Technology is an international peer reviewed, online journal published by eSAT Publishing House for the enhancement of research in various disciplines of Engineering and Technology. The aim and scope of the journal is to provide an academic medium and an important reference for the advancement and dissemination of research results that support high-level learning, teaching and research in the fields of Engineering and Technology. We bring together Scientists, Academician, Field Engineers, Scholars and Students of related fields of Engineering and Technology
Investigation of the Role of Bulkhead and Crack Stopper Strap in the Fail-Saf...IJMER
One of the fail-safe design features is the two-bay crack arrest capability of the airframe. In
particular two-bay longitudinal and two-bay circumferential crack arrest feature is the main aspect of
design for damage tolerance of the pressurized fuselage cabin. Under fuselage pressurization load cycles
fatigue cracks develop at location of maximum tensile stress. There are locations on the airframe which
are favorable for the initiation of longitudinal cracks and other locations for circumferential cracks.This
investigation identifies one such location from where a longitudinal crack can initiate and studies the fast
fracture and crack arrest features under the action of uni-axial hoop stress. The main crack arresting
features are the bulkheads and crack stopper straps.A finite element modeling and analysis approach will
be used for a realistic consideration of bulkheads and crack stopper straps and their role in the two-bay
crack arrest capability of the aircraft.In particular through a stress analysis at a hoop stress
corresponding to the design limit load, the load carrying ability of the bulkheads and the crack stopper
straps will be assessed.For a realistic representation of two-bay cracking scenario it will be examined
under what condition a two-bay crack can be arrested.
Boeing 777X Wingtip Analysis - FEM Final ProjectMatt Hawkins
For a final course project, I conducted a simplified Finite Element Analysis (FEA) on the wingtip hinge of the soon-to-be-tested Boeing 777X. Working independently, I did not consult anyone from Boeing on this project and all of the findings are my own. I therefore welcome any and all feedback on my method and my results, as this aircraft is of high interest to me.
Stress Distribution Analysis of Rear Axle Housing by using Finite Elements A...theijes
The International Journal of Engineering & Science is aimed at providing a platform for researchers, engineers, scientists, or educators to publish their original research results, to exchange new ideas, to disseminate information in innovative designs, engineering experiences and technological skills. It is also the Journal's objective to promote engineering and technology education. All papers submitted to the Journal will be blind peer-reviewed. Only original articles will be published.
The papers for publication in The International Journal of Engineering& Science are selected through rigorous peer reviews to ensure originality, timeliness, relevance, and readability.
Design of the wing box structure for the given wing geometry, weights and load factors. Microsoft Excel was used for all the calculations needed for this design. The complete structure was drafted using Solidworks CAD software.
Design and Linear Static Analysis of Transport Aircraft Vertical Tail for Dif...IJSRD
The design of vertical tail structure varies according to nature of aircraft and its function. The experimental test of vertical tail structure is difficult and more expensive process. In this present work detailed design of transport aircraft vertical tail with rudder structure modelling done by using CATIA V5 R19 software. The static stress analysis is carried out to find the stresses at of the vertical tail with rudder structure for different deflection of rudder. The stresses are estimated to find the safety factor of the structure using finite element approach with the help of MSC/PATRAN and MSC/NASTRAN software. The material used in the vertical tail structure is aluminium 7075-T6, which has high fatigue strength. From the analysis it is found that maximum principal stress of vertical tail structure is less than yield strength of aluminium 7075-T6 alloy. The maximum principal stress value form analysis is used to find fatigue damage calculations for vertical tail structure. The obtained analytical result shows that safe no of fatigue life hours of vertical tail structure. The result is verified with reserve factor approach.
Similar to Fatigue life estimation of rear fuselage structure of an aircraft (20)
Mechanical properties of hybrid fiber reinforced concrete for pavementseSAT Journals
Abstract
The effect of addition of mono fibers and hybrid fibers on the mechanical properties of concrete mixture is studied in the present
investigation. Steel fibers of 1% and polypropylene fibers 0.036% were added individually to the concrete mixture as mono fibers and
then they were added together to form a hybrid fiber reinforced concrete. Mechanical properties such as compressive, split tensile and
flexural strength were determined. The results show that hybrid fibers improve the compressive strength marginally as compared to
mono fibers. Whereas, hybridization improves split tensile strength and flexural strength noticeably.
Keywords:-Hybridization, mono fibers, steel fiber, polypropylene fiber, Improvement in mechanical properties.
Material management in construction – a case studyeSAT Journals
Abstract
The objective of the present study is to understand about all the problems occurring in the company because of improper application
of material management. In construction project operation, often there is a project cost variance in terms of the material, equipments,
manpower, subcontractor, overhead cost, and general condition. Material is the main component in construction projects. Therefore,
if the material management is not properly managed it will create a project cost variance. Project cost can be controlled by taking
corrective actions towards the cost variance. Therefore a methodology is used to diagnose and evaluate the procurement process
involved in material management and launch a continuous improvement was developed and applied. A thorough study was carried
out along with study of cases, surveys and interviews to professionals involved in this area. As a result, a methodology for diagnosis
and improvement was proposed and tested in selected projects. The results obtained show that the main problem of procurement is
related to schedule delays and lack of specified quality for the project. To prevent this situation it is often necessary to dedicate
important resources like money, personnel, time, etc. To monitor and control the process. A great potential for improvement was
detected if state of the art technologies such as, electronic mail, electronic data interchange (EDI), and analysis were applied to the
procurement process. These helped to eliminate the root causes for many types of problems that were detected.
Managing drought short term strategies in semi arid regions a case studyeSAT Journals
Abstract
Drought management needs multidisciplinary action. Interdisciplinary efforts among the experts in various fields of the droughts
prone areas are helpful to achieve tangible and permanent solution for this recurring problem. The Gulbarga district having the total
area around 16, 240 sq.km, and accounts 8.45 per cent of the Karnataka state area. The district has been situated with latitude 17º 19'
60" North and longitude of 76 º 49' 60" east. The district is situated entirely on the Deccan plateau positioned at a height of 300 to
750 m above MSL. Sub-tropical, semi-arid type is one among the drought prone districts of Karnataka State. The drought
management is very important for a district like Gulbarga. In this paper various short term strategies are discussed to mitigate the
drought condition in the district.
Keywords: Drought, South-West monsoon, Semi-Arid, Rainfall, Strategies etc.
Life cycle cost analysis of overlay for an urban road in bangaloreeSAT Journals
Abstract
Pavements are subjected to severe condition of stresses and weathering effects from the day they are constructed and opened to traffic
mainly due to its fatigue behavior and environmental effects. Therefore, pavement rehabilitation is one of the most important
components of entire road systems. This paper highlights the design of concrete pavement with added mono fibers like polypropylene,
steel and hybrid fibres for a widened portion of existing concrete pavement and various overlay alternatives for an existing
bituminous pavement in an urban road in Bangalore. Along with this, Life cycle cost analyses at these sections are done by Net
Present Value (NPV) method to identify the most feasible option. The results show that though the initial cost of construction of
concrete overlay is high, over a period of time it prove to be better than the bituminous overlay considering the whole life cycle cost.
The economic analysis also indicates that, out of the three fibre options, hybrid reinforced concrete would be economical without
compromising the performance of the pavement.
Keywords: - Fatigue, Life cycle cost analysis, Net Present Value method, Overlay, Rehabilitation
Laboratory studies of dense bituminous mixes ii with reclaimed asphalt materialseSAT Journals
Abstract
The issue of growing demand on our nation’s roadways over that past couple of decades, decreasing budgetary funds, and the need to
provide a safe, efficient, and cost effective roadway system has led to a dramatic increase in the need to rehabilitate our existing
pavements and the issue of building sustainable road infrastructure in India. With these emergency of the mentioned needs and this
are today’s burning issue and has become the purpose of the study.
In the present study, the samples of existing bituminous layer materials were collected from NH-48(Devahalli to Hassan) site.The
mixtures were designed by Marshall Method as per Asphalt institute (MS-II) at 20% and 30% Reclaimed Asphalt Pavement (RAP).
RAP material was blended with virgin aggregate such that all specimens tested for the, Dense Bituminous Macadam-II (DBM-II)
gradation as per Ministry of Roads, Transport, and Highways (MoRT&H) and cost analysis were carried out to know the economics.
Laboratory results and analysis showed the use of recycled materials showed significant variability in Marshall Stability, and the
variability increased with the increase in RAP content. The saving can be realized from utilization of recycled materials as per the
methodology, the reduction in the total cost is 19%, 30%, comparing with the virgin mixes.
Keywords: Reclaimed Asphalt Pavement, Marshall Stability, MS-II, Dense Bituminous Macadam-II
Laboratory investigation of expansive soil stabilized with natural inorganic ...eSAT Journals
Abstract
Soil stabilization has proven to be one of the oldest techniques to improve the soil properties. Literature review conducted revealed
that uses of natural inorganic stabilizers are found to be one of the best options for soil stabilization. In this regard an attempt has
been made to evaluate the influence of RBI-81 stabilizer on properties of black cotton soil through laboratory investigations. Black
cotton soil with varying percentages of RBI-81 viz., 0, 0.5, 1, 1.5, 2, and 2.5 percent were studied for moisture density relationships
and strength behaviour of soils. Also the effect of curing period was evaluated as literature review clearly emphasized the strength
gain of soils stabilized with RBI-81 over a period of time. The results obtained shows that the unconfined compressive strength of
specimens treated with RBI-81 increased approximately by 250% for a curing period of 28 days as compared to virgin soil. Further
the CBR value improved approximately by 400%. The studies indicated an increasing trend for soil strength behaviour with
increasing percentage of RBI-81 suggesting its potential applications in soil stabilization.
Influence of reinforcement on the behavior of hollow concrete block masonry p...eSAT Journals
Abstract
Reinforced masonry was developed to exploit the strength potential of masonry and to solve its lack of tensile strength. Experimental
and analytical studies have been carried out to investigate the effect of reinforcement on the behavior of hollow concrete block
masonry prisms under compression and to predict ultimate failure compressive strength. In the numerical program, three dimensional
non-linear finite elements (FE) model based on the micro-modeling approach is developed for both unreinforced and reinforced
masonry prisms using ANSYS (14.5). The proposed FE model uses multi-linear stress-strain relationships to model the non-linear
behavior of hollow concrete block, mortar, and grout. Willam-Warnke’s five parameter failure theory has been adopted to model the
failure of masonry materials. The comparison of the numerical and experimental results indicates that the FE models can successfully
capture the highly nonlinear behavior of the physical specimens and accurately predict their strength and failure mechanisms.
Keywords: Structural masonry, Hollow concrete block prism, grout, Compression failure, Finite element method,
Numerical modeling.
Influence of compaction energy on soil stabilized with chemical stabilizereSAT Journals
Abstract
Increase in traffic along with heavier magnitude of wheel loads cause rapid deterioration in pavements. There is a need to improve
density, strength of soil subgrade and other pavement layers. In this study an attempt is made to improve the properties of locally
available loamy soil using twin approaches viz., i) increasing the compaction of soil and ii) treating the soil with chemical stabilizer.
Laboratory studies are carried out on both untreated and treated soil samples compacted by different compaction efforts. Studies
show that increase in compaction effort results in increase in density of soil. However in soil treated with chemical stabilizer, rate of
increase in density is not significant. The soil treated with chemical stabilizer exhibits improvement in both strength and performance
properties.
Keywords: compaction, density, subgradestabilization, resilient modulus
Geographical information system (gis) for water resources managementeSAT Journals
Abstract
Water resources projects are inherited with overlapping and at times conflicting objectives. These projects are often of varied sizes
ranging from major projects with command areas of millions of hectares to very small projects implemented at the local level. Thus,
in all these projects there is seldom proper coordination which is essential for ensuring collective sustainability.
Integrated watershed development and management is the accepted answer but in turn requires a comprehensive framework that can
enable planning process involving all the stakeholders at different levels and scales is compulsory. Such a unified hydrological
framework is essential to evaluate the cause and effect of all the proposed actions within the drainage basins.
The present paper describes a hydrological framework developed in the form of a Hydrologic Information System (HIS) which is
intended to meet the specific information needs of the various line departments of a typical State connected with water related aspects.
The HIS consist of a hydrologic information database coupled with tools for collating primary and secondary data and tools for
analyzing and visualizing the data and information. The HIS also incorporates hydrological model base for indirect assessment of
various entities of water balance in space and time. The framework would be maintained and updated to reflect fully the most
accurate ground truth data and the infrastructure requirements for planning and management.
Keywords: Hydrological Information System (HIS); WebGIS; Data Model; Web Mapping Services
Forest type mapping of bidar forest division, karnataka using geoinformatics ...eSAT Journals
Abstract
The study demonstrate the potentiality of satellite remote sensing technique for the generation of baseline information on forest types
including tree plantation details in Bidar forest division, Karnataka covering an area of 5814.60Sq.Kms. The Total Area of Bidar
forest division is 5814Sq.Kms analysis of the satellite data in the study area reveals that about 84% of the total area is Covered by
crop land, 1.778% of the area is covered by dry deciduous forest, 1.38 % of mixed plantation, which is very threatening to the
environmental stability of the forest, future plantation site has been mapped. With the use of latest Geo-informatics technology proper
and exact condition of the trees can be observed and necessary precautions can be taken for future plantation works in an appropriate
manner
Keywords:-RS, GIS, GPS, Forest Type, Tree Plantation
Factors influencing compressive strength of geopolymer concreteeSAT Journals
Abstract
To study effects of several factors on the properties of fly ash based geopolymer concrete on the compressive strength and also the
cost comparison with the normal concrete. The test variables were molarities of sodium hydroxide(NaOH) 8M,14M and 16M, ratio of
NaOH to sodium silicate (Na2SiO3) 1, 1.5, 2 and 2.5, alkaline liquid to fly ash ratio 0.35 and 0.40 and replacement of water in
Na2SiO3 solution by 10%, 20% and 30% were used in the present study. The test results indicated that the highest compressive
strength 54 MPa was observed for 16M of NaOH, ratio of NaOH to Na2SiO3 2.5 and alkaline liquid to fly ash ratio of 0.35. Lowest
compressive strength of 27 MPa was observed for 8M of NaOH, ratio of NaOH to Na2SiO3 is 1 and alkaline liquid to fly ash ratio of
0.40. Alkaline liquid to fly ash ratio of 0.35, water replacement of 10% and 30% for 8 and 16 molarity of NaOH and has resulted in
compressive strength of 36 MPa and 20 MPa respectively. Superplasticiser dosage of 2 % by weight of fly ash has given higher
strength in all cases.
Keywords: compressive strength, alkaline liquid, fly ash
Experimental investigation on circular hollow steel columns in filled with li...eSAT Journals
Abstract
Composite Circular hollow Steel tubes with and without GFRP infill for three different grades of Light weight concrete are tested for
ultimate load capacity and axial shortening , under Cyclic loading. Steel tubes are compared for different lengths, cross sections and
thickness. Specimens were tested separately after adopting Taguchi’s L9 (Latin Squares) Orthogonal array in order to save the initial
experimental cost on number of specimens and experimental duration. Analysis was carried out using ANN (Artificial Neural
Network) technique with the assistance of Mini Tab- a statistical soft tool. Comparison for predicted, experimental & ANN output is
obtained from linear regression plots. From this research study, it can be concluded that *Cross sectional area of steel tube has most
significant effect on ultimate load carrying capacity, *as length of steel tube increased- load carrying capacity decreased & *ANN
modeling predicted acceptable results. Thus ANN tool can be utilized for predicting ultimate load carrying capacity for composite
columns.
Keywords: Light weight concrete, GFRP, Artificial Neural Network, Linear Regression, Back propagation, orthogonal
Array, Latin Squares
Experimental behavior of circular hsscfrc filled steel tubular columns under ...eSAT Journals
Abstract
This paper presents an outlook on experimental behavior and a comparison with predicted formula on the behaviour of circular
concentrically loaded self-consolidating fibre reinforced concrete filled steel tube columns (HSSCFRC). Forty-five specimens were
tested. The main parameters varied in the tests are: (1) percentage of fiber (2) tube diameter or width to wall thickness ratio (D/t
from 15 to 25) (3) L/d ratio from 2.97 to 7.04 the results from these predictions were compared with the experimental data. The
experimental results) were also validated in this study.
Keywords: Self-compacting concrete; Concrete-filled steel tube; axial load behavior; Ultimate capacity.
Evaluation of punching shear in flat slabseSAT Journals
Abstract
Flat-slab construction has been widely used in construction today because of many advantages that it offers. The basic philosophy in
the design of flat slab is to consider only gravity forces; this method ignores the effect of punching shear due to unbalanced moments
at the slab column junction which is critical. An attempt has been made to generate generalized design sheets which accounts both
punching shear due to gravity loads and unbalanced moments for cases (a) interior column; (b) edge column (bending perpendicular
to shorter edge); (c) edge column (bending parallel to shorter edge); (d) corner column. These design sheets are prepared as per
codal provisions of IS 456-2000. These design sheets will be helpful in calculating the shear reinforcement to be provided at the
critical section which is ignored in many design offices. Apart from its usefulness in evaluating punching shear and the necessary
shear reinforcement, the design sheets developed will enable the designer to fix the depth of flat slab during the initial phase of the
design.
Keywords: Flat slabs, punching shear, unbalanced moment.
Evaluation of performance of intake tower dam for recent earthquake in indiaeSAT Journals
Abstract
Intake towers are typically tall, hollow, reinforced concrete structures and form entrance to reservoir outlet works. A parametric
study on dynamic behavior of circular cylindrical towers can be carried out to study the effect of depth of submergence, wall thickness
and slenderness ratio, and also effect on tower considering dynamic analysis for time history function of different soil condition and
by Goyal and Chopra accounting interaction effects of added hydrodynamic mass of surrounding and inside water in intake tower of
dam
Key words: Hydrodynamic mass, Depth of submergence, Reservoir, Time history analysis,
Evaluation of operational efficiency of urban road network using travel time ...eSAT Journals
Abstract
Efficiency of the road network system is analyzed by travel time reliability measures. The study overlooks on an important measure of
travel time reliability and prioritizing Tiruchirappalli road network. Traffic volume and travel time were collected using license plate
matching method. Travel time measures were estimated from average travel time and 95th travel time. Effect of non-motorized vehicle
on efficiency of road system was evaluated. Relation between buffer time index and traffic volume was created. Travel time model has
been developed and travel time measure was validated. Then service quality of road sections in network were graded based on
travel time reliability measures.
Keywords: Buffer Time Index (BTI); Average Travel Time (ATT); Travel Time Reliability (TTR); Buffer Time (BT).
Estimation of surface runoff in nallur amanikere watershed using scs cn methodeSAT Journals
Abstract
The development of watershed aims at productive utilization of all the available natural resources in the entire area extending from
ridge line to stream outlet. The per capita availability of land for cultivation has been decreasing over the years. Therefore, water and
the related land resources must be developed, utilized and managed in an integrated and comprehensive manner. Remote sensing and
GIS techniques are being increasingly used for planning, management and development of natural resources. The study area, Nallur
Amanikere watershed geographically lies between 110 38’ and 110 52’ N latitude and 760 30’ and 760 50’ E longitude with an area of
415.68 Sq. km. The thematic layers such as land use/land cover and soil maps were derived from remotely sensed data and overlayed
through ArcGIS software to assign the curve number on polygon wise. The daily rainfall data of six rain gauge stations in and around
the watershed (2001-2011) was used to estimate the daily runoff from the watershed using Soil Conservation Service - Curve Number
(SCS-CN) method. The runoff estimated from the SCS-CN model was then used to know the variation of runoff potential with different
land use/land cover and with different soil conditions.
Keywords: Watershed, Nallur watershed, Surface runoff, Rainfall-Runoff, SCS-CN, Remote Sensing, GIS.
Estimation of morphometric parameters and runoff using rs & gis techniqueseSAT Journals
Abstract
Land and water are the two vital natural resources, the optimal management of these resources with minimum adverse environmental
impact are essential not only for sustainable development but also for human survival. Satellite remote sensing with geographic
information system has a pragmatic approach to map and generate spatial input layers of predicting response behavior and yield of
watershed. Hence, in the present study an attempt has been made to understand the hydrological process of the catchment at the
watershed level by drawing the inferences from moprhometric analysis and runoff. The study area chosen for the present study is
Yagachi catchment situated in Chickamaglur and Hassan district lies geographically at a longitude 75⁰52’08.77”E and
13⁰10’50.77”N latitude. It covers an area of 559.493 Sq.km. Morphometric analysis is carried out to estimate morphometric
parameters at Micro-watershed to understand the hydrological response of the catchment at the Micro-watershed level. Daily runoff
is estimated using USDA SCS curve number model for a period of 10 years from 2001 to 2010. The rainfall runoff relationship of the
study shows there is a positive correlation.
Keywords: morphometric analysis, runoff, remote sensing and GIS, SCS - method
-
Effect of variation of plastic hinge length on the results of non linear anal...eSAT Journals
Abstract The nonlinear Static procedure also well known as pushover analysis is method where in monotonically increasing loads are applied to the structure till the structure is unable to resist any further load. It is a popular tool for seismic performance evaluation of existing and new structures. In literature lot of research has been carried out on conventional pushover analysis and after knowing deficiency efforts have been made to improve it. But actual test results to verify the analytically obtained pushover results are rarely available. It has been found that some amount of variation is always expected to exist in seismic demand prediction of pushover analysis. Initial study is carried out by considering user defined hinge properties and default hinge length. Attempt is being made to assess the variation of pushover analysis results by considering user defined hinge properties and various hinge length formulations available in literature and results compared with experimentally obtained results based on test carried out on a G+2 storied RCC framed structure. For the present study two geometric models viz bare frame and rigid frame model is considered and it is found that the results of pushover analysis are very sensitive to geometric model and hinge length adopted. Keywords: Pushover analysis, Base shear, Displacement, hinge length, moment curvature analysis
Effect of use of recycled materials on indirect tensile strength of asphalt c...eSAT Journals
Abstract
Depletion of natural resources and aggregate quarries for the road construction is a serious problem to procure materials. Hence
recycling or reuse of material is beneficial. On emphasizing development in sustainable construction in the present era, recycling of
asphalt pavements is one of the effective and proven rehabilitation processes. For the laboratory investigations reclaimed asphalt
pavement (RAP) from NH-4 and crumb rubber modified binder (CRMB-55) was used. Foundry waste was used as a replacement to
conventional filler. Laboratory tests were conducted on asphalt concrete mixes with 30, 40, 50, and 60 percent replacement with RAP.
These test results were compared with conventional mixes and asphalt concrete mixes with complete binder extracted RAP
aggregates. Mix design was carried out by Marshall Method. The Marshall Tests indicated highest stability values for asphalt
concrete (AC) mixes with 60% RAP. The optimum binder content (OBC) decreased with increased in RAP in AC mixes. The Indirect
Tensile Strength (ITS) for AC mixes with RAP also was found to be higher when compared to conventional AC mixes at 300C.
Keywords: Reclaimed asphalt pavement, Foundry waste, Recycling, Marshall Stability, Indirect tensile strength.
CFD Simulation of By-pass Flow in a HRSG module by R&R Consult.pptxR&R Consult
CFD analysis is incredibly effective at solving mysteries and improving the performance of complex systems!
Here's a great example: At a large natural gas-fired power plant, where they use waste heat to generate steam and energy, they were puzzled that their boiler wasn't producing as much steam as expected.
R&R and Tetra Engineering Group Inc. were asked to solve the issue with reduced steam production.
An inspection had shown that a significant amount of hot flue gas was bypassing the boiler tubes, where the heat was supposed to be transferred.
R&R Consult conducted a CFD analysis, which revealed that 6.3% of the flue gas was bypassing the boiler tubes without transferring heat. The analysis also showed that the flue gas was instead being directed along the sides of the boiler and between the modules that were supposed to capture the heat. This was the cause of the reduced performance.
Based on our results, Tetra Engineering installed covering plates to reduce the bypass flow. This improved the boiler's performance and increased electricity production.
It is always satisfying when we can help solve complex challenges like this. Do your systems also need a check-up or optimization? Give us a call!
Work done in cooperation with James Malloy and David Moelling from Tetra Engineering.
More examples of our work https://www.r-r-consult.dk/en/cases-en/
TECHNICAL TRAINING MANUAL GENERAL FAMILIARIZATION COURSEDuvanRamosGarzon1
AIRCRAFT GENERAL
The Single Aisle is the most advanced family aircraft in service today, with fly-by-wire flight controls.
The A318, A319, A320 and A321 are twin-engine subsonic medium range aircraft.
The family offers a choice of engines
Hybrid optimization of pumped hydro system and solar- Engr. Abdul-Azeez.pdffxintegritypublishin
Advancements in technology unveil a myriad of electrical and electronic breakthroughs geared towards efficiently harnessing limited resources to meet human energy demands. The optimization of hybrid solar PV panels and pumped hydro energy supply systems plays a pivotal role in utilizing natural resources effectively. This initiative not only benefits humanity but also fosters environmental sustainability. The study investigated the design optimization of these hybrid systems, focusing on understanding solar radiation patterns, identifying geographical influences on solar radiation, formulating a mathematical model for system optimization, and determining the optimal configuration of PV panels and pumped hydro storage. Through a comparative analysis approach and eight weeks of data collection, the study addressed key research questions related to solar radiation patterns and optimal system design. The findings highlighted regions with heightened solar radiation levels, showcasing substantial potential for power generation and emphasizing the system's efficiency. Optimizing system design significantly boosted power generation, promoted renewable energy utilization, and enhanced energy storage capacity. The study underscored the benefits of optimizing hybrid solar PV panels and pumped hydro energy supply systems for sustainable energy usage. Optimizing the design of solar PV panels and pumped hydro energy supply systems as examined across diverse climatic conditions in a developing country, not only enhances power generation but also improves the integration of renewable energy sources and boosts energy storage capacities, particularly beneficial for less economically prosperous regions. Additionally, the study provides valuable insights for advancing energy research in economically viable areas. Recommendations included conducting site-specific assessments, utilizing advanced modeling tools, implementing regular maintenance protocols, and enhancing communication among system components.
Automobile Management System Project Report.pdfKamal Acharya
The proposed project is developed to manage the automobile in the automobile dealer company. The main module in this project is login, automobile management, customer management, sales, complaints and reports. The first module is the login. The automobile showroom owner should login to the project for usage. The username and password are verified and if it is correct, next form opens. If the username and password are not correct, it shows the error message.
When a customer search for a automobile, if the automobile is available, they will be taken to a page that shows the details of the automobile including automobile name, automobile ID, quantity, price etc. “Automobile Management System” is useful for maintaining automobiles, customers effectively and hence helps for establishing good relation between customer and automobile organization. It contains various customized modules for effectively maintaining automobiles and stock information accurately and safely.
When the automobile is sold to the customer, stock will be reduced automatically. When a new purchase is made, stock will be increased automatically. While selecting automobiles for sale, the proposed software will automatically check for total number of available stock of that particular item, if the total stock of that particular item is less than 5, software will notify the user to purchase the particular item.
Also when the user tries to sale items which are not in stock, the system will prompt the user that the stock is not enough. Customers of this system can search for a automobile; can purchase a automobile easily by selecting fast. On the other hand the stock of automobiles can be maintained perfectly by the automobile shop manager overcoming the drawbacks of existing system.
Cosmetic shop management system project report.pdfKamal Acharya
Buying new cosmetic products is difficult. It can even be scary for those who have sensitive skin and are prone to skin trouble. The information needed to alleviate this problem is on the back of each product, but it's thought to interpret those ingredient lists unless you have a background in chemistry.
Instead of buying and hoping for the best, we can use data science to help us predict which products may be good fits for us. It includes various function programs to do the above mentioned tasks.
Data file handling has been effectively used in the program.
The automated cosmetic shop management system should deal with the automation of general workflow and administration process of the shop. The main processes of the system focus on customer's request where the system is able to search the most appropriate products and deliver it to the customers. It should help the employees to quickly identify the list of cosmetic product that have reached the minimum quantity and also keep a track of expired date for each cosmetic product. It should help the employees to find the rack number in which the product is placed.It is also Faster and more efficient way.
Saudi Arabia stands as a titan in the global energy landscape, renowned for its abundant oil and gas resources. It's the largest exporter of petroleum and holds some of the world's most significant reserves. Let's delve into the top 10 oil and gas projects shaping Saudi Arabia's energy future in 2024.
NO1 Uk best vashikaran specialist in delhi vashikaran baba near me online vas...Amil Baba Dawood bangali
Contact with Dawood Bhai Just call on +92322-6382012 and we'll help you. We'll solve all your problems within 12 to 24 hours and with 101% guarantee and with astrology systematic. If you want to take any personal or professional advice then also you can call us on +92322-6382012 , ONLINE LOVE PROBLEM & Other all types of Daily Life Problem's.Then CALL or WHATSAPP us on +92322-6382012 and Get all these problems solutions here by Amil Baba DAWOOD BANGALI
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Student information management system project report ii.pdfKamal Acharya
Our project explains about the student management. This project mainly explains the various actions related to student details. This project shows some ease in adding, editing and deleting the student details. It also provides a less time consuming process for viewing, adding, editing and deleting the marks of the students.
Democratizing Fuzzing at Scale by Abhishek Aryaabh.arya
Presented at NUS: Fuzzing and Software Security Summer School 2024
This keynote talks about the democratization of fuzzing at scale, highlighting the collaboration between open source communities, academia, and industry to advance the field of fuzzing. It delves into the history of fuzzing, the development of scalable fuzzing platforms, and the empowerment of community-driven research. The talk will further discuss recent advancements leveraging AI/ML and offer insights into the future evolution of the fuzzing landscape.
Courier management system project report.pdfKamal Acharya
It is now-a-days very important for the people to send or receive articles like imported furniture, electronic items, gifts, business goods and the like. People depend vastly on different transport systems which mostly use the manual way of receiving and delivering the articles. There is no way to track the articles till they are received and there is no way to let the customer know what happened in transit, once he booked some articles. In such a situation, we need a system which completely computerizes the cargo activities including time to time tracking of the articles sent. This need is fulfilled by Courier Management System software which is online software for the cargo management people that enables them to receive the goods from a source and send them to a required destination and track their status from time to time.
Fatigue life estimation of rear fuselage structure of an aircraft
1. IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308
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Volume: 04 Issue: 07 | July-2015, Available @ http://www.ijret.org 347
FATIGUE LIFE ESTIMATION OF REAR FUSELAGE STRUCTURE OF
AN AIRCRAFT
Chetan B S1
, Narayana Swamy G2
, K E Girish3
1
Department of Computer Aided Engineering, Visvesvaraya Institute of Advanced Technology, Karnataka, India
2
Department of Computer Aided Engineering, Visvesvaraya Institute of Advanced Technology, Karnataka, India
3
Bangalore Aircraft Industries, Karnataka, India
Abstract
Integrity of the airframe structure is achieved through rigorous design calculations, stress analysis and structural testing. Finite
element method (FEM) is widely used for stress analysis of structural components. Each component in the airframe becomes
critical based on the load distribution, which in-turn depends on the attitude of the aircraft during flight. Fuselage and wing are
the two major components in the airframe structure. The current study includes a portion of the fuselage structure. Empennage is
the rear portion of the aircraft, which consists of rear fuselage, Horizontal tail and vertical tail. The air loads acting on the HT
also get transferred to rear portion of the fuselage. First step in ensuring the safety of the structure is the identification of critical
locations for crack initiation. This can be achieved through detailed stress analysis of the airframe In this project one of the major
stress concentration areas in the fuselage is considered for the analysis. Rear fuselage portion with a cargo door cutout region
will be analysed. The structure considered for the stress analysis consists of skin, bulkheads and longerons, which are connected
to each other through rivets. Aerodynamic load acting on the aircraft components is a distributed load. Depending on the mass
distribution of the fuselage structure the inertia forces will vary along the length of the fuselage. The inertia force distribution
makes the fuselage to bend about wing axis. During upward bending, bottom portion of the fuselage will experience tensile stress.
A cutout region in the tensile stress field will experience high stress due to concentration effect. These high stress regions will be
probable fatigue crack initiation locations in the current work, fatigue damage calculation will be carried out to estimate the
fatigue life of the structure under the fluctuating loads experienced during flight. Miner’s rule will be adopted for fatigue damage
calculation.
Keywords: Transport aircraft, Rear fuselage, Cargo door, Finite element method, Stress concentration, Fatigue
damage, Miner’ rule
--------------------------------------------------------------------***----------------------------------------------------------------------
1. INTRODUCTION
An aircraft is a machine that is able to fly by gaining support
from the air, or, in general, the atmosphere of a planet.
Fig-1: Aircraft structure
1.1 Major parts of aircraft
1 Fuselage
2 Empennage
3 Wing
4 Landing gears
1.2 Fuselage
The main body structure is the fuselage to which all other
components are attached. The fuselage contains the cockpit
or flight deck, passenger compartment and cargo
compartment. There are two general types of fuselage
construction: truss and monocoque.
1.2.1 Truss Type
A truss is a rigid framework made up of members, such as
beams, struts, and bars to resist deformation by applied
loads.
2. IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308
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Volume: 04 Issue: 07 | July-2015, Available @ http://www.ijret.org 348
Fig-2: A truss-type fuselage. A Warren truss uses mostly
Diagonal bracing.
1.2.2 Monocoque Type
The monocoque (single shell) fuselage relies largely on the
strength of the skin or covering to carry the primary loads.
The design may be divided into two classes:
1.2.2.1 Monocoque
The true monocoque construction uses formers, frame
assemblies, and bulkheads to give shape to the fuselage.
Fig-3: An airframe using monocoque construction.
1.2.2.2 Semimonocoque
To overcome the strength/weight problem of monocoque
construction, a modification called Semimonocoque
construction was developed. It also consists of frame
assemblies, bulkheads, and formers as used in the
monocoque.
Fig-4: The most common airframe construction is
Semimonocoque.
1.3 Rear Fuselage/Tail Cone Section/Empennage
The empennage also known as the tail or tail assembly
[Figure 1.5], of most aircraft gives stability to the aircraft, in
a similar way to the feathers on an arrow the term derives
from the French for this. Most aircraft feature empennage
incorporating vertical and horizontal stabilizing surfaces
which stabilize the flight dynamics of pitch and yaw, as well
as housing control surfaces.
Fig-5: Rear fuselage/tail cone section
2. OBJECTIVES
2.1 Objective
Identification of stress location in a structure, due to air load
acting on the horizontal tail gets transfer to rear fuselage,
identification of critical locations for crack initiation at
stress location and to ensure the safety of Rear fuselage with
cargo cutout.
2.2 Methodology
Modeling rear fuselage with cutout using CATIA V5
R18.
Stress analysis using software package
“MSC.PATRAN” and “MSC.NASTRAN” for
identification of high stress region.
3. IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308
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Volume: 04 Issue: 07 | July-2015, Available @ http://www.ijret.org 349
S-N curve based miner‟s rule will be used for fatigue
life estimation calculation.
3. CATIA MODEL
Fig-6: CATIA MODEL
Fig-7: Fuselage geometry
4. FINITE ELEMENT MODEL
Fig-8: Finite element model
Skin
The skin is outer most component of an aircraft which
consist of lateral members like Bulkheads, and longitudinal
members like Longerons. Skin consist of cutout maximum
stress concentration will be near to cutout, therefore for
stress analysis the Skin is considered as two dimensional.
Mesh detail of the Skin is shown in table.
Bulkheads
It is considered as one dimensional element for global
analysis, depending on the stress result bulkhead will be
considered as two dimensional for local analysis is required.
Longerons
It is considered as one dimensional element for global
analysis, depending on the stress result bulkhead will be
considered as two dimensional for local analysis is required.
After meshing, all the component of the rear fuselage are
assembled to each other as
4.1 Loads Cases and Boundary Conditions on Rear
Fuselage
Boundary condition is application of force and constraint.
The ends of finite element model fuselage are constrained in
both translational and rotational degree of freedom. A
uniformly distributed load is applied on each bulked in load
case 1, here the loads of cargo, vertical tail, and rear
fuselage is applied on to rear fuselage.
Load detail
Cargo load 600 kg
Horizontal load 900Kg
Vertical load 170kg
Movement 810000 kg-mm
Rear fuselage 160kg
Fig-9: Load and boundary conditions
4. IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308
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4.2 Displacement Contour of the Rear Fuselage
The shows the displacement contour of rear fuselage.
Displacement contour increases from fixed end to loading
end and it is shown by different colors fringes with blue
color showing minimum magnitude of displacement while
red color showing maximum magnitude of displacement as
0.756 mm.
Fig-10: Fuselage displacemet
4.3 Stress Contour of the Rear Fuselage
Fig-11: Stress contour for skin with a close up view
The magnitude of maximum principle stress is 1.98
Kg/mm2
=19.42N/ mm2
is observed from the Fig-11. The
maximum stress locations are the probable locations for
crack initiation. Invariably these locations will be at cut-out
corners and rivet locations in the skin. Since in global modal
entire structure is not represented as it is, for the sake of
time reduction bulkhead and longerons is considered as one
dimensional and skin as two dimensional, hence the stress
result obtained from global cannot be considered as final
stress results, so a panel with cut-out is considered for local
analysis, in which skin, bulkhead and longerons are
considered as two dimensional for detailed study of stress
distribution at the cut-out corner.
4.4 Local Stress Analysis of Panel with Cargo Door
Cutout
Skin consist of cutout, the maximum stress concentration
will be near to cutout corner, therefore for element near to
cut-out corner is fine meshed and around it coarse mesh is
maintained
Fig-12: Meshed component assembled
4.5 Loads Cases and Boundary Conditions on Rear
Fuselage
Boundary condition is application of force and constraint.
The ends of finite element model fuselage are constrained in
both translational and rotational degree of freedom.
Depending on the deformation of the local model all the
element are, fixed in Y axis in order to constrain
deformation in Y direction. A uniformly distributed load is
applied on each bulked in load case 1, here the loads of
cargo, vertical tail, and rear fuselage is applied.
Displacement Detail
1. Translation in X,Y,Z are constrained [0 0 0]
2. Rotation in X,Y,Z are constrained [0 0 0]
3. Deformation in Y axis constrained [- 0 -]
Load Detail
Since the load which was applied in the global analysis
cannot be applied to the local analysis, as there is change in
5. IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308
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geometry, hence the average of elemental stress values near
cut-out in rear fuselage of global model is considered. The
average stress value obtained is 0.1468 kg/mm2
from global,
using the formula (4.1) load is calculated, and applied to
structure
----------------------- (4.1)
Where
- Average stress
P- Applied load
A- Cross section area
Load Details
Skin
0.1468 = = 456 kg
Longerons
0.1468 = = 27.588 kg
In local analysis, loads are applied on to longerons and skin,
in order to achieve the same stress value, as in global model
analysis stress (i.e. 1.8 kg/mm2,
), 2.5 times load is applied
on longerons and skin to obtain the same stress value of 1.8
kg/mm2
.
Fig-13: Load and boundary conditions
4.6 Displacement Contour of the Rear Fuselage
The Fig-14 shows the displacement contour of rear fuselage.
Displacement contour increases from fixed end to loading
end and it is shown by different colors fringes with blue
color showing minimum magnitude of displacement while
red color showing maximum magnitude of displacement as
0.195 mm.
Fig-14: Displacement Contour of the rear fuselage
4.7 Stress Contour of the Rear Fuselage
6. IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308
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Fig-15 Stress contour for skin with a close up view
Fig-15 shows the stress contour on the skin from stiffened
panel analysis results. It is clear that the maximum stress on
skin is at the rivet location where the rivets are used to
fasten the bulkheads, longerons and skin. The magnitude of
maximum tensile stress is 1.9Kg/mm2
=19.46N/ mm2
in the
loading direction can be observed from the Fig-15. The
maximum stress locations are the probable locations for
crack initiation. Invariably these locations will be at rivet
locations in the skin. Representation of layered structure is
important in identifying critical stress locations, integral
representation will miss lead as for as critical locations are
concerned.
5. FATIGUE
From the stress analysis of the rear fuselage the maximum
tensile stress location is identified. A fatigue crack will
always initiate from the location of maximum tensile stress.
From the stress analysis it is found that such a location is at
one of the rivet hole. A typical flight load spectrum is
considered for the fatigue analysis of the vertical tail skin
joint. A damage tolerance design criteria and stress-life
approach has been adopted for conducting a fatigue analysis.
For performing fatigue calculations constant amplitude
loading is preferred. In this problem variable amplitude
loads will be acting but by converting them to groups of
constant amplitude loading in their respective frequency. If
loading is constant amplitude, than its represents the
numbers of cycles until the part will failure due to fatigue.
Calculation of fatigue life to crack initiation is carried out by
using Miner`s Rule. The various correction factors are
considered in the calculation of fatigue cycles, they are:
For surface roughness (esr) – 0.8
For type of loading (el) – 1
For reliability design (er) -0.897
Fatigue calculation is done by simplifying the variable
spectrum loading into blocks of loading which is shown in
the Table 1.
Table 1: Load ranges during its entire life
Number of cycles Range of “g” loads
15000.00 0.5 to 0.75g
11000.00 0.75 to 1g
10000.00 1 to 1.25g
8000.00 1.25 to 1.5g
20.00 1.75g
1.00 2g
100.00 -0.5g to 1.5g
In the above mentioned cycles shown the term „g‟
corresponds to the acceleration due to gravity. The load
corresponding to 1g is equivalent to the weight of the
aircraft. Fatigue analysis is carried out until the crack
becomes critical. We know that the crack becomes critical.
When the stress intensity factor becomes equal to the
fracture toughness of the material used. The fracture
Toughness of the material aluminum alloy 2024-T351 is
98.8 MPa√m. So when the stress intensity factor becomes
equal to the fracture toughness we can say that the crack
becomes critical and the materials get fail. By knowing the
critical crack length we can predict for how many number of
flying hours the material is safe.
For different stress amplitudes the number of cycles to
failure is obtained. From typical constant life diagram for
un-notched fatigue behavior of 2024-T351 Aluminum alloy
chart as shown in [Figure 5.3]. The reference test condition
R=0 used to obtain fatigue properties. For this condition
min=0 is called „pulsating tension‟ under constant amplitude
loading. According to Palmgren-miner‟s rule the stress
amplitude is linearly proportional to the ratio of number of
operation cycles to the number of cycles to failure from the
graph gives the damage accumulated.
From Miner‟s equation,
Σ Ni/Nf= C--------- (5.1)
Where
Ni = Applied number of cycles
Nf = number of cycles to failure
C=constant equal to 1
Damage accumulated for Ni=12000 cycles
d1= Ni/ Nf----------- (5.2)
=12000/10E+7
d1= 0.0012
7. IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308
_______________________________________________________________________________________
Volume: 04 Issue: 07 | July-2015, Available @ http://www.ijret.org 353
Table 2: Damage Accumulated in the Rear fuselage with
cut-out
Cycle
s(Ni)
Range of
„g‟
Ampl
itude
Stres
s(a)
in
Ksi
Mean
Stress
(m)
in Ksi
Stres
s
Rati
o(R)
Damage
Accumul
ated
15000 0.5 to
0.75g
0.56 2.82 0.66 1.50E-03
11000 0.75 to 1g 0.56 3.94 0.75 1.10E-03
10000 1 to 1.25g 0.56 5.07 0.8 1.00E-03
8000 1.25 to
1.5g
0.56 6.20 0.83 8.00E-04
20 0 to 1.75g 3.94 3.94 0 2.00E-06
1 0 to 2g 4.51 4.51 0 1.00E-07
100 -0.5g
to1.5g
4.51 2.25 -0.33 1.00E-05
Damage accumulated is as shown in the [Table 2]. Results
gives the structure has an infinite life even though we were
getting some damage, calculated using a standard S-N curve
for aluminum alloy 2024 T351 as show in the [Fig-16]. This
S-N curve gives the approximate damage not the accurate
one. This curve is taken from Bruhn analysis and design of
flight vehicles book. From results of fatigue analysis for
different pressure cycles got the damage fraction is less than
unity i.e. 1.5E-03+1.10E-03+1E-03+8E-04+2E-06+1E-
07+1E-05=0.000441. According to Palmgren-Miner linear
damage rule when the damage fraction is less than unity the
material is safe, often satisfactorily for failure is predicted.
The damage at which failure is expected to occurs when the
damage fraction is equal to 1.
Fig-16: S-N curve for Aluminum alloy 2024 T351
6. CONCLUSION
1. Rear fuselage with cargo door cutout was analyzed by
considering fuselage inertia load along with HT & VT
loads.
2. As expected maximum stress was obtained near corner
of cutout region.
3. Finite element model approach was used for stress
analysis of component.
4. Maximum tensile stress obtained from global analysis
is 1.8 kg/mm2
or 17.65 N/mm2
.
5. A local analysis was carried out by considering a panel
with cargo door cutout, refinement of mesh was carried
out to obtain the accurate stress magnitude near cutout
region.
6. Maximum tensile stress obtained from local analysis is
1.9 kg/mm2
or 19.65 N/mm2
.
7. There are tiny holes around the large cargo door cutout
in actual structure. The stress concentration factor
because of the small hole was considered to obtain the
maximum tensile stress.
8. Maximum tensile stress by considering stress
concentration factor was 93.195 N/mm2
.
9. The structure is expected to experience fluctuating
loads during flight. Therefore fatigue crack may get
initiated near the maximum tensile stress location.
10. The maximum tensile stress obtained from local
analysis is used as the input in the fatigue damage
calculations.
11. A typical transport aircraft load spectrum is used for
fatigue damage calculations.
12. MINER‟s rule is adapted for calculation of linear
damage accumulation.
13. Damage accumulation for the given load spectrum is
calculated by using S-N curve of respective material.
14. Fatigue life of crack initiation for the given load
spectrum is 22,222 flying hours.
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