An estimation method for the determination of the second elastic-plastic fracture mechanics parameters

被引:29
作者
Ding, Ping [1 ]
Wang, Xin [1 ]
机构
[1] Carleton Univ, Dept Mech & Aerosp Engn, Ottawa, ON K1S 5B6, Canada
基金
加拿大自然科学与工程研究理事会;
关键词
Elastic-plastic fracture mechanics; Constraint effect; J-integral; T-stress; A-term; A(2)-term; Q-factor; Crack in test specimen; Crack tip fields; Three-term solutions; Engineering estimation method; Small-scale yielding; Large-scale yielding; CRACK-TIP FIELDS; SEMIELLIPTIC SURFACE CRACKS; FINITE-THICKNESS PLATES; LAW HARDENING MATERIAL; T-STRESS SOLUTIONS; TRIAXIALITY PARAMETER; ASYMPTOTIC-EXPANSION; TEST SPECIMENS; CONSTRAINT; TENSION;
D O I
10.1016/j.engfracmech.2011.11.010
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
An engineering method is developed for estimating the A-term, which is the second parameter in three-term elastic-plastic asymptotic expansion. The method is based on the interpolation of small-scale yielding and large-scale yielding solutions of A. It is demonstrated that under small-scale yielding, the A can be obtained through the elastic T-stress. The existence of a one-to-one relationship between constraint parameter A and elastic T-stress is established, and detailed expressions of the A-T relationship for various hardening exponent n are obtained from finite element analyses. For power law materials, through the analysis of crack tip stress fields, it is demonstrated that A-solution scales with load according to an exponent which is a particular function of n. This relation enables the estimation of the A-variation under fully plastic conditions. A method of combining these two solutions together is proposed for materials following the Ramberg-Osgood stress strain relationship. The proposed method is used to develop A solutions for 2D test specimens under remote tension loading in handbook format. It is shown this method can provide accurate A solutions for 2D test specimens for a wide range of crack depths and material hardening exponents, from small-scale yielding to large-scale yielding loading conditions. The present developed method can be further used in developing A solutions in handbook format for other engineering structural components. (C) 2011 Elsevier Ltd. All rights reserved.
引用
收藏
页码:295 / 311
页数:17
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