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Failure modes: 1. Plastic collapse 2. Local failure 3. Buckling 4. Cyclic loading Fig1: These requirements apply to all com design-by-analysis rules mponents where the thickness and configuration of the compo •Applied loads result in compressive stre field No need to chec local starin limit component desi as pe Part 4 Plastic Collapse Local Failure Buckling Cyclic Loading Failure Against onent is established using ess ck t if ign

Write Up on Failure Modes of ASME Sec VIII-2 Part 5

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Summary of Failure modes of Section VIII Div 2 Design by Analysis

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Page 1: Write Up on Failure Modes of ASME Sec VIII-2 Part 5

Failure modes:

1. Plastic collapse

2. Local failure

3. Buckling

4. Cyclic loading

Fig1: These requirements apply to all components where the thickness and configurationdesign-by-analysis rules

hese requirements apply to all components where the thickness and configuration of the component is established using

•Applied loads

result in

compressive stress

field

•No need to check

local starin limit if

component design

as pe Part 4

Plastic

Collapse

Local

Failure

BucklingCyclic

Loading

Failure

Against

of the component is established using

compressive stress

No need to check

local starin limit if

component design