Finite-element simulation of ductile fracture in reduced section pull-plates using micromechanics-based fracture model

被引:54
|
作者
Kanvinde, A. M. [1 ]
Deierlein, G. G.
机构
[1] Univ Calif Davis, Dept Civil & Environm Engn, Davis, CA 95616 USA
[2] Stanford Univ, Dept Civil & Environm Engn, Stanford, CA 94305 USA
来源
JOURNAL OF STRUCTURAL ENGINEERING-ASCE | 2007年 / 133卷 / 05期
关键词
D O I
10.1061/(ASCE)0733-9445(2007)133:5(656)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Micromechanics-based models that capture interactions of stress and strain provide accurate criteria to predict ductile fracture in finite-element simulations of structural steel components. Two such models-the void growth model and the stress modified critical strain model are applied to a series of twelve pull-plate tests that represent reduced (or net) section conditions in bolted and reduced beam section connections. Two steel varieties, A572 Grade 50 and a high-performance Grade 70 bridge steel are investigated. The models are observed to predict fracture much more accurately than basic longitudinal strain criteria, by capturing stress-strain interactions that lead to fracture. The flat stress and strain gradients in these pull plates allow the use of relatively coarse finite-element meshes providing economy of computation while capturing fundamental material behavior and offering insights into localized ductile fracture effects.
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页码:656 / 664
页数:9
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