Published May 2006 | Version v1
Journal article

Plastic limit loads for through-wall cracked pipes using 3-D finite element limit analyses

  • 1. Sungkyunkwan University, Seoul (Korea, Republic of)

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