A model of pre-strain effects on fracture toughness

被引:21
作者
Cosham, A
机构
[1] Andrew Palmer & Associates, Newcastle Upon Tyne NE4 7YL, Tyne & Wear, England
[2] Univ Cambridge, Dept Engn, Cambridge CB2 1PZ, England
来源
JOURNAL OF OFFSHORE MECHANICS AND ARCTIC ENGINEERING-TRANSACTIONS OF THE ASME | 2001年 / 123卷 / 04期
关键词
pre-strain; fracture toughness; line pipe; mechanical damage;
D O I
10.1115/1.1408613
中图分类号
P75 [海洋工程];
学科分类号
0814 ; 081505 ; 0824 ; 082401 ;
摘要
A simple theoretical model for predicting the effect of tensile pre-strain on fracture toughness has been developed using the local approach. The HRR singularity is assumed to describe the stress-strain field around the crack tip. A stress-modified critical straincontrolled model is assumed to describe ductile fracture (and a critical stress-controlled model for cleavage fracture). The Rice and Tracey void growth model is used to characterize the variation of the critical strain with the stress state. The model further assumes that the fracture process does not change with increasing pre-strain. The effect of prestrain is expressed in terms of an equation for the ratio of the fracture toughness of the pre-strained material to that of the virgin material. The model indicates that the effect of tensile pre-strain on fracture resistance can be characterized in terms of the effect of pre-strain on the stress-strain characteristics of the material, the critical fracture strain for a stress state corresponding to that during pre-strain, and several parameters that relate to the conditions for ductile fracture (or cleavage fracture). Previous experimental studies of the effect of pre-strain on toughness are summarized and compared with the predictions of the model.
引用
收藏
页码:182 / 190
页数:9
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