This document discusses stresses in pressure vessels. It describes how cylindrical pressure vessels experience circumferential, axial, and radial stresses. Thick cylinders have non-uniform stress distributions while thin cylinders have uniform stresses. Materials like carbon steel, stainless steel, and alloys are used in pressure vessels depending on factors like strength, corrosion resistance, cost and fabrication ease. Welded joints must meet ASME BPV Code standards. Failure analysis theories include maximum principal stress, maximum shear stress, and maximum strain energy.
A pressure vessel is a container designed to hold gases or liquids at a pressure substantially different from the ambient pressure. The presentation involves the various understanding aspects of the design of a pressure vessel.
This power point was prepared for the course named as Chemical Engineering Apparatus Design. Target group was 4th year chemical engineering Students for the first semester
A pressure vessel is a container designed to hold gases or liquids at a pressure substantially different from the ambient pressure. The presentation involves the various understanding aspects of the design of a pressure vessel.
This power point was prepared for the course named as Chemical Engineering Apparatus Design. Target group was 4th year chemical engineering Students for the first semester
Static and Fatigue Analysis of Pressure Vessel as per ASME CodesUtsav Patel
The problem statement is to design a pressure vessel working as an adsorber in a chemical plant. Design data calculated as per ASME BPVC Section VIII/Division I and it analyzed as per ASME BPVC Section VIII/Division II. You can trust this data.
If you need any help regarding this, contact me via LinkedIn.
Design by Analysis - A general guideline for pressure vesselAnalyzeForSafety
This presentation file is provided by Mr. Ghanbari and published under permission.
The presentation gives an introduction and general guideline for pressure vessel design by analysis.
The “design by analysis” procedures are intended to guard against eight possible pressure vessel failure modes by performing a detailed stress analysis of the vessel with the sufficient design factors. The failure modes are:
1.excessive elastic deformation, including elastic instability,
2.excessive plastic deformation,
3.brittle fracture,
4.stress rupture/creep deformation (inelastic),
5.plastic instability - incremental collapse,
6.high strain - low cycle fatigue,
7.stress corrosion, and
8.corrosion fatigue
Most of the “design by analysis” procedures that are given in ASME BPVC relate to designs based on “elastic analysis.”
The design-by-analysis requirements are organized based on protection against the failure modes listed below. The component shall be evaluated for each applicable failure mode. If multiple assessment procedures are provided for a failure mode, only one of these procedures must be satisfied to qualify the design of a component.
a)All pressure vessels within the scope of this Division, irrespective of size or pressure, shall be provided with protection against overpressure in accordance with the requirements of this Part.
b)Protection Against Plastic Collapse – these requirements apply to all components where the thickness and configuration of the component is established using design-by-analysis rules.
c)Protection Against Local Failure – these requirements apply to all components where the thickness and configuration of the component is established using design-by-analysis rules. It is not necessary to evaluate the local strain limit criterion if the component design is in accordance with Part 4 (i.e. component wall thickness and weld detail per paragraph 4.2).
d)Protection Against Collapse From Buckling – these requirements apply to all components where the thickness and configuration of the component is established using design-by-analysis rules and the applied loads result in a compressive stress field.
e)Protection Against Failure From Cyclic Loading – these requirements apply to all components where the thickness and configuration of the component is established using design-by-analysis rules and the applied loads are cyclic. In addition, these requirements can also be used to qualify a component for cyclic loading where the thickness and size of the component are established using the design-by-rule requirements of Part 4.
Download this document here: http://www.cadem.in/software/cadempvd/reports/pressure-vessels/design-of-pressure-vessel-1.pdf
This example covers design of a simple pressure vessel. This pressure vessel has a top flat cover and a bottom dished end. The top cover is of bolted type and is connected to the shell through top body flange. The pressure vessel is provided with lugs support and lifting lug.
What is the Difference Between a Pressure Vessel Tank and a Storage Tank? The primary difference between these two is that pressure vessels contain liquids/gases at a pressure above the atmospheric pressure. On the other hand, storage tanks store either liquids or gases at normal atmospheric pressure.
design of hemispherical pressure vessel is most considerable in designing of pressure vessel. in present industry this type of vessels are widely used.
Static and Fatigue Analysis of Pressure Vessel as per ASME CodesUtsav Patel
The problem statement is to design a pressure vessel working as an adsorber in a chemical plant. Design data calculated as per ASME BPVC Section VIII/Division I and it analyzed as per ASME BPVC Section VIII/Division II. You can trust this data.
If you need any help regarding this, contact me via LinkedIn.
Design by Analysis - A general guideline for pressure vesselAnalyzeForSafety
This presentation file is provided by Mr. Ghanbari and published under permission.
The presentation gives an introduction and general guideline for pressure vessel design by analysis.
The “design by analysis” procedures are intended to guard against eight possible pressure vessel failure modes by performing a detailed stress analysis of the vessel with the sufficient design factors. The failure modes are:
1.excessive elastic deformation, including elastic instability,
2.excessive plastic deformation,
3.brittle fracture,
4.stress rupture/creep deformation (inelastic),
5.plastic instability - incremental collapse,
6.high strain - low cycle fatigue,
7.stress corrosion, and
8.corrosion fatigue
Most of the “design by analysis” procedures that are given in ASME BPVC relate to designs based on “elastic analysis.”
The design-by-analysis requirements are organized based on protection against the failure modes listed below. The component shall be evaluated for each applicable failure mode. If multiple assessment procedures are provided for a failure mode, only one of these procedures must be satisfied to qualify the design of a component.
a)All pressure vessels within the scope of this Division, irrespective of size or pressure, shall be provided with protection against overpressure in accordance with the requirements of this Part.
b)Protection Against Plastic Collapse – these requirements apply to all components where the thickness and configuration of the component is established using design-by-analysis rules.
c)Protection Against Local Failure – these requirements apply to all components where the thickness and configuration of the component is established using design-by-analysis rules. It is not necessary to evaluate the local strain limit criterion if the component design is in accordance with Part 4 (i.e. component wall thickness and weld detail per paragraph 4.2).
d)Protection Against Collapse From Buckling – these requirements apply to all components where the thickness and configuration of the component is established using design-by-analysis rules and the applied loads result in a compressive stress field.
e)Protection Against Failure From Cyclic Loading – these requirements apply to all components where the thickness and configuration of the component is established using design-by-analysis rules and the applied loads are cyclic. In addition, these requirements can also be used to qualify a component for cyclic loading where the thickness and size of the component are established using the design-by-rule requirements of Part 4.
Download this document here: http://www.cadem.in/software/cadempvd/reports/pressure-vessels/design-of-pressure-vessel-1.pdf
This example covers design of a simple pressure vessel. This pressure vessel has a top flat cover and a bottom dished end. The top cover is of bolted type and is connected to the shell through top body flange. The pressure vessel is provided with lugs support and lifting lug.
What is the Difference Between a Pressure Vessel Tank and a Storage Tank? The primary difference between these two is that pressure vessels contain liquids/gases at a pressure above the atmospheric pressure. On the other hand, storage tanks store either liquids or gases at normal atmospheric pressure.
design of hemispherical pressure vessel is most considerable in designing of pressure vessel. in present industry this type of vessels are widely used.
Design & Stress Analysis of a Cylinder with Closed ends using ANSYSIJERA Editor
The significance of the title of the project comes to front with designing structure of the pressure vessel for static loading and its assessment by ANSYS , is basically a project concerned with design of different pressure vessel elements such as shell, Dish end ,operating manhole ,support leg based on standards and codes ; and evolution of shell and dish end analysed by means of ANSYS .The key feature included in the project is to check the behaviour of pressure vessel in case of fluctuating load . The procedural step includes various aspects such as selecting the material based on American Society of Mechanical Engineers (ASME) codes ,and then designing on the standards procedures with referring standard manuals based on ASME .Further we have included the different manufacturing methods practice by the industries and different aspects of it .
The stress analysis basis used in the ASME Code to analyze the nozzle reinforcement is called Beams on
Elastic Foundation (Hetenyi, 1946). This method determines the effectiveness of the material close to the
opening for carrying loads. Reinforcement limits are developed parallel and perpendicular to the shell surface
near the opening. Although the method is a simplified application of the elastic foundation theory, experience
has shown that it does a good job.
Values from two equations are used to set the reinforcement limits measured along the vessel wall surface.
The greater value sets the horizontal limit for that opening. The first value is equal to d, and the second
value is equal to 0.5d + t + tn as shown in Fig. 5.2. The relationship of the nozzle wall thickness
The stress analysis basis used in the ASME Code to analyze the nozzle reinforcement is called Beams on
Elastic Foundation (Hetenyi, 1946). This method determines the effectiveness of the material close to the
opening for carrying loads. Reinforcement limits are developed parallel and perpendicular to the shell surface
near the opening. Although the method is a simplified application of the elastic foundation theory, experience
has shown that it does a good job.
Values from two equations are used to set the reinforcement limits measured along the vessel wall surface.
The greater value sets the horizontal limit for that opening. The first value is equal to d, and the second
value is equal to 0.5d + t + tn as shown in Fig. 5.2. The relationship of the nozzle wall thickness
Event Management System Vb Net Project Report.pdfKamal Acharya
In present era, the scopes of information technology growing with a very fast .We do not see any are untouched from this industry. The scope of information technology has become wider includes: Business and industry. Household Business, Communication, Education, Entertainment, Science, Medicine, Engineering, Distance Learning, Weather Forecasting. Carrier Searching and so on.
My project named “Event Management System” is software that store and maintained all events coordinated in college. It also helpful to print related reports. My project will help to record the events coordinated by faculties with their Name, Event subject, date & details in an efficient & effective ways.
In my system we have to make a system by which a user can record all events coordinated by a particular faculty. In our proposed system some more featured are added which differs it from the existing system such as security.
Explore the innovative world of trenchless pipe repair with our comprehensive guide, "The Benefits and Techniques of Trenchless Pipe Repair." This document delves into the modern methods of repairing underground pipes without the need for extensive excavation, highlighting the numerous advantages and the latest techniques used in the industry.
Learn about the cost savings, reduced environmental impact, and minimal disruption associated with trenchless technology. Discover detailed explanations of popular techniques such as pipe bursting, cured-in-place pipe (CIPP) lining, and directional drilling. Understand how these methods can be applied to various types of infrastructure, from residential plumbing to large-scale municipal systems.
Ideal for homeowners, contractors, engineers, and anyone interested in modern plumbing solutions, this guide provides valuable insights into why trenchless pipe repair is becoming the preferred choice for pipe rehabilitation. Stay informed about the latest advancements and best practices in the field.
Vaccine management system project report documentation..pdfKamal Acharya
The Division of Vaccine and Immunization is facing increasing difficulty monitoring vaccines and other commodities distribution once they have been distributed from the national stores. With the introduction of new vaccines, more challenges have been anticipated with this additions posing serious threat to the already over strained vaccine supply chain system in Kenya.
Sachpazis:Terzaghi Bearing Capacity Estimation in simple terms with Calculati...Dr.Costas Sachpazis
Terzaghi's soil bearing capacity theory, developed by Karl Terzaghi, is a fundamental principle in geotechnical engineering used to determine the bearing capacity of shallow foundations. This theory provides a method to calculate the ultimate bearing capacity of soil, which is the maximum load per unit area that the soil can support without undergoing shear failure. The Calculation HTML Code included.
Forklift Classes Overview by Intella PartsIntella Parts
Discover the different forklift classes and their specific applications. Learn how to choose the right forklift for your needs to ensure safety, efficiency, and compliance in your operations.
For more technical information, visit our website https://intellaparts.com
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.
Quality defects in TMT Bars, Possible causes and Potential Solutions.PrashantGoswami42
Maintaining high-quality standards in the production of TMT bars is crucial for ensuring structural integrity in construction. Addressing common defects through careful monitoring, standardized processes, and advanced technology can significantly improve the quality of TMT bars. Continuous training and adherence to quality control measures will also play a pivotal role in minimizing these defects.
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
Final project report on grocery store management system..pdfKamal Acharya
In today’s fast-changing business environment, it’s extremely important to be able to respond to client needs in the most effective and timely manner. If your customers wish to see your business online and have instant access to your products or services.
Online Grocery Store is an e-commerce website, which retails various grocery products. This project allows viewing various products available enables registered users to purchase desired products instantly using Paytm, UPI payment processor (Instant Pay) and also can place order by using Cash on Delivery (Pay Later) option. This project provides an easy access to Administrators and Managers to view orders placed using Pay Later and Instant Pay options.
In order to develop an e-commerce website, a number of Technologies must be studied and understood. These include multi-tiered architecture, server and client-side scripting techniques, implementation technologies, programming language (such as PHP, HTML, CSS, JavaScript) and MySQL relational databases. This is a project with the objective to develop a basic website where a consumer is provided with a shopping cart website and also to know about the technologies used to develop such a website.
This document will discuss each of the underlying technologies to create and implement an e- commerce website.
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.
Water scarcity is the lack of fresh water resources to meet the standard water demand. There are two type of water scarcity. One is physical. The other is economic water scarcity.
2. MNS UTE MULTAN
Presented By ; Abdul Hannan
Muhhamad Asif
Presented To; Eng : Muhammad Aon Ali
Topic ; pressure vessels &
stresses produces in it
(06-12-2k17)
(2016-2020)
(semester 3rd)
Department of Mechanical Engineering
Technology
3. Cylinder
• Cylinder is a mechanical device used for
storing ,receiving processing the fluid.
Cylinder may be:
1. Pressure vessel
2. Storage vessel
3. Pipe
4. Engine cylinder
4. Pressure vessel
• Pressure vessel are
container or pipe line for
storing , receiving or
carrying the fluids under a
pressure.
1 Unfired pressure vessel
are: storage vessel
,reaction vessel , heat
exchanger , evaporator
2 Other: Steam boiler,
nuclear pressure vessel
6. Shape of Pressure vessel
Main components
• Shell
• Head
• Nozzle
• Support
7.
8. Vessel Orientation
• Usually vertical
– Easier to distribute fluids
across a smaller cross section
– Smaller plot space
• Reasons for using horizontal
vessels
– To promote phase separation
• Increased cross section =
lower vertical velocity =
less entrainment
• Decanters, settling tanks,
separators, flash vessels
– To allow internals to be pulled
for cleaning
• Heat exchangers
9. Common types of P.V
1 Process pressure vessels:
In which specific process being done.
2 Heat exchanger pressure vessels:
Those where heat energy exchanges with
energy optimization.
23. Applications
• Industrial compressed air receiver.
• Domestic hot water tank.
• Diving cylinder.
• Recompression camber.
• Distillation tower.
• Oil refineries and petrochemical plant.
• Nuclear reactor .
• Rail road industry.
• Storage for gasses and liquids .
24. Stresses in cylinder
• a stress distribution
with rotational
symmetry that is,
which remains
unchanged if the
stressed object is
rotated about some
fixed axis.
25. Cylinder stress patterns include
1 Circumferential stress or hoop stress:
a normal stress in the tangential direction.
2 Axial stress:
a normal stress parallel to the axis of
cylindrical symmetry.
3 Radial stress:
a stress in directions coplanar with but
perpendicular to the symmetry axis.
31. Some Maximum Allowable Stresses
Under ASME BPV Code Sec. VIII D.1, Taken
From Sec. II Part D
Material Grade Min Tensile Min Yield Maximum Maximum allowable stress at temperature F
strength strength temperature (ksi = 1000 psi)
(ksi) (ksi) (ºF) 100 300 500 700 900
Carbon steel A285 45 24 900 12.9 12.9 12.9 11.5 5.9
Gr A
Killed carbon A515 60 32 1000 17.1 17.1 17.1 14.3 5.9
Steel Gr 60
Low alloy steel A387 60 30 1200 17.1 16.6 16.6 16.6 13.6
1 ¼ Cr, ½ Mo, Si Gr 22
Stainless steel 410 65 30 1200 18.6 17.8 17.2 16.2 12.3
13 Cr
Stainless steel 304 75 30 1500 20.0 15.0 12.9 11.7 10.8
18 Cr, 8 Ni
Stainless steel 347 75 30 1500 20.0 17.1 15.0 13.8 13.4
18 Cr, 10 Ni, Cb
Stainless steel 321 75 30 1500 20.0 16.5 14.3 13.0 12.3
18 Cr, 10 Ni, Ti
Stainless steel 316 75 30 1500 20.0 15.6 13.3 12.1 11.5
16 Cr, 12 Ni, 2 Mo
32. Materials Selection Criteria
Safety
Material must have sufficient strength at design
conditions
Material must be able to withstand variation (or
cycling) in process conditions
Material must have sufficient corrosion resistance to
survive in service between inspection intervals
Ease of fabrication
Availability in standard sizes (plates, sections, tubes)
Cost
Includes initial cost and cost of periodic replacement
33. Commonly Used Materials
• Steels
– Carbon steel, Killed carbon steel – cheap, widely available
– Low chrome alloys (<9% Cr) – better corrosion resistance
than CS, KCS
– Stainless steels:
• 304 – cheapest austenitic stainless steel
• 316 – better corrosion resistance than 304, more
expensive
• 410
• Nickel Alloys
– high temperature oxidizing environments
– expensive, but high corrosion resistance, used for strong
acids
• Other metals such as aluminum and titanium are used for
special applications. Fiber reinforced plastics are used for some
low temperature & pressure applications. See Ch 7 for more
details
34. Type of Welded Joints in
pressure vessel
• Some weld types are not
permitted by ASME BPV Code
• Many other possible variations,
including use of backing strips
and joint reinforcement
• Sec. VIII Div. 1 Part UW has
details of permissible joints,
corners, etc.
• Welds are usually ground smooth
and inspected
– Type of inspection depends on
Code Division
35. Failure of Materials
Failure of materials under combined tensile and shear
stresses is not simple to predict. Several theories have
been proposed:
• Maximum Principal Stress Theory
– Component fails when one of the principal stresses
exceeds the value that causes failure in simple
tension
• Maximum Shear Stress Theory
– Component fails when maximum shear stress
exceeds the shear stress that causes failure in simple
tension
• Maximum Strain Energy Theory
– Component fails when strain energy per unit volume
exceeds the value that causes failure in simple
tension