Plastic limit loads for through-wall cracked pipes using 3-D finite element limit analyses
Description
The present paper provides plastic limit load solutions of axial and circumferential through-wall cracked pipes based on detailed three-dimensional (3-D) Finite Element (FE) limit analysis using elastic-perfectly-plastic behavior. As a loading condition, axial tension, global bending moment, internal pressure, combined tension and bending and combined internal pressure and bending are considered for circumferential through-wall cracked pipes, while only internal pressure is considered for axial through-wall cracked pipes. Especially, more emphasis is given for through-wall cracked pipes subject to combined loading. Comparisons with existing solutions show a large discrepancy in short through-wall crack (both axial and circumferential) for internal pressure. In the case of combined loading, the FE limit analyses results show thickness effect on limit load solutions. Furthermore, the plastic limit load solution for circumferential through-wall cracked pipes under bending is applied to derive plastic η and γ-factor of testing circumferential through-wall cracked pipes to estimate fracture toughness. Being based on detailed 3-D FE limit analysis, the present solutions are believed to be meaningful for structural integrity assessment of through-wall cracked pipes
Additional details
Publishing Information
- Journal Title
- Transactions of the Korean Society of Mechanical Engineers. A
- Journal Volume
- 30
- Journal Issue
- 5
- Series
- 16 refs, 7 figs, 1 tab
- Journal Page Range
- p. 568-575
- ISSN
- 1226-4873
INIS
- Country of Publication
- Korea, Republic of
- Country of Input or Organization
- Korea, Republic of
- INIS RN
- 38075517
- Subject category
- S36: MATERIALS SCIENCE;
- Descriptors DEI
- BENDING; CRACKS; FINITE ELEMENT METHOD; FRACTURE PROPERTIES; LOADING; PIPES; RESOURCE ASSESSMENT
- Descriptors DEC
- CALCULATION METHODS; DEFORMATION; MATERIALS HANDLING; MATHEMATICAL SOLUTIONS; MECHANICAL PROPERTIES; NUMERICAL SOLUTION; TUBES