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Evaluation of the ElasticPlastic Fracture Mechanics Methodology
Studies of Different Criteria for Crack Growth Instability in Ductile
26 other sections not shown
304 stainless steel A533B steel American Society analysis applied ASTM STP 668 austenitic behavior bending blunting line calculated CEGB collapse load compact specimens crack extension crack initiation crack length crack-tip deformation determined developed ductile crack ductile tearing Elastic-Plastic Fracture Engineering estimation evaluated experimental finite-element flaw flow stress Fracture Mechanics fracture toughness G. A. Clarke geometry J-integral J-R curve J. A. Begley J. D. Landes LEFM ligament limit load linear elastic maximum load measured Nuclear Nuclear Regulatory Commission obtained parameters percent pipe plane stress plane-strain plastic collapse predicted pressure vessel procedure R-curve method ratio residual stresses resistance curve Shih shown in Fig side-grooved Society for Testing solution stable crack growth stainless steel strain stress-strain curve stretched zone structure tearing instability tearing modulus temperature test specimens Testing and Materials thickness tion upper-shelf valid values versus yield yield strength yield stress