Limit Load Solutions for Pipes With Through-Wall Crack Under Single and Combined Loading Based on Finite Element AnalysesSource: Journal of Pressure Vessel Technology:;2007:;volume( 129 ):;issue: 003::page 468DOI: 10.1115/1.2748828Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: The present paper provides plastic limit load solutions for axial and circumferential through-wall cracked pipes based on detailed three-dimensional (3D) 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. In particular, 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 the 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 3D FE limit analysis, the present solutions are believed to be meaningful for structural integrity assessment of through-wall cracked pipes.
keyword(s): Pressure , Stress , Fracture (Materials) , Finite element analysis , Pipes , Tension AND Stress ,
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contributor author | Nam-Su Huh | |
contributor author | Yun-Jae Kim | |
contributor author | Young-Jin Kim | |
date accessioned | 2017-05-09T00:25:31Z | |
date available | 2017-05-09T00:25:31Z | |
date copyright | August, 2007 | |
date issued | 2007 | |
identifier issn | 0094-9930 | |
identifier other | JPVTAS-28483#468_1.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/136695 | |
description abstract | The present paper provides plastic limit load solutions for axial and circumferential through-wall cracked pipes based on detailed three-dimensional (3D) 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. In particular, 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 the 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 3D FE limit analysis, the present solutions are believed to be meaningful for structural integrity assessment of through-wall cracked pipes. | |
publisher | The American Society of Mechanical Engineers (ASME) | |
title | Limit Load Solutions for Pipes With Through-Wall Crack Under Single and Combined Loading Based on Finite Element Analyses | |
type | Journal Paper | |
journal volume | 129 | |
journal issue | 3 | |
journal title | Journal of Pressure Vessel Technology | |
identifier doi | 10.1115/1.2748828 | |
journal fristpage | 468 | |
journal lastpage | 473 | |
identifier eissn | 1528-8978 | |
keywords | Pressure | |
keywords | Stress | |
keywords | Fracture (Materials) | |
keywords | Finite element analysis | |
keywords | Pipes | |
keywords | Tension AND Stress | |
tree | Journal of Pressure Vessel Technology:;2007:;volume( 129 ):;issue: 003 | |
contenttype | Fulltext |