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A Method of J Testing Based on Crack Opening Displacement for Circumferential Through-Wall Cracked Pipes under Combined Tension and Bending

Journal Solid State Phenomena (Volume 110)
Volume Advances in Safety and Structural Integrity 2005
Edited by Young-Jin Kim
Pages 63-70
DOI 10.4028/www.scientific.net/SSP.110.63
Citation Nam Su Huh et al., 2006, Solid State Phenomena, 110, 63
Online since March, 2006
Authors Nam Su Huh, Ludwig Stumpfrock, Eberhard Roos, Yun Jae Kim, Young Jin Kim
Keywords Circumferential Through Wall Cracked Pipe, Combined Bending, Combined Tension, Crack Opening Displacement, J Testing, Plastic η Factor
Abstract

Application of the leak-before-break concept to nuclear piping requires accurate fracture mechanics assessment on pipes with postulated circumferential through-wall crack subject to combined tension and bending. One important element is determination of relevant J-resistance curve for pipes under combined loading. This paper provides experimental J estimation method for the circumferential through-wall cracked pipe under combined tension and bending, based on the load-crack opening displacement (COD) record to estimate J-resistance curve. To give confidence in the proposed method, the J results from detailed elastic-plastic finite element (FE) analysis are also compared with estimated J based not only on proposed method but also on conventional method using load-load line displacement, which shows that estimated J based on the proposed method provides reliable J estimates regardless of analysis condition, on the other hand, the conventional method using the load-load line displacement record gives erroneous results for shallow cracks.

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