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http://dx.doi.org/10.3795/KSME-A.2006.30.5.568

Plastic Limit Loads for Through-Wall Cracked Pipes Using 3-D Finite Element Limit Analyses  

Huh Nam-Su (성균관대학교 기계공학부)
Kim Young-Jin (성균관대학교 기계공학부)
Publication Information
Transactions of the Korean Society of Mechanical Engineers A / v.30, no.5, 2006 , pp. 568-575 More about this Journal
Abstract
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 $\eta\;and\;{\gamma}$-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 fur structural integrity assessment of through-wall cracked pipes.
Keywords
Axial Through-Wall Crack; Circumferential Through-Wall Crack; Finite Element Limit Analysis; Plastic Limit Load;
Citations & Related Records
Times Cited By KSCI : 2  (Citation Analysis)
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