Strain localization and ductile fracture in advanced high-strength steel sheets

被引:40
作者
Gruben, G. [1 ,2 ,3 ]
Morin, D. [1 ,2 ]
Langseth, M. [1 ,2 ]
Hopperstad, O. S. [1 ,2 ]
机构
[1] Norwegian Univ Sci & Technol, Ctr Adv Struct Anal, Ctr Res Based Innovat, NTNU, NO-7491 Trondheim, Norway
[2] Norwegian Univ Sci & Technol, Dept Struct Engn, NTNU, NO-7491 Trondheim, Norway
[3] SINTEF Mat & Chem, Rich Birkelands Vei 2B, NO-7491 Trondheim, Norway
关键词
Ductile fracture; Stress triaxiality; Lode parameter; Finite element method; Strain localization; DUAL-PHASE STEEL; STRESS TRIAXIALITY; SHEAR LOCALIZATION; DAMAGE EVOLUTION; STRUCTURAL-STEEL; GURSON MODEL; FAILURE; DEFORMATION; GROWTH; MECHANISMS;
D O I
10.1016/j.euromechsol.2016.09.014
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
An experimental-numerical approach is applied to determine the strain localization and ductile fracture of high-strength dual-phase and martensitic steel sheet materials. To this end, four different quasi-static material tests were performed for each material, introducing stress states ranging from simple shear to equi-biaxial tension. The tests were analysed numerically with the nonlinear finite element method to estimate the failure strain as a function of stress state. The effect of spatial discretization on the estimated failure strain was investigated. While the global response is hardly affected by the spatial discretization, the effect on the failure strain is large for tests experiencing necking instability. The result is that the estimated failure strain in the different tests scales differently with spatial discretization. Localization analysis was performed using the imperfection band approach, and applied to estimate onset of failure of the two steel sheet materials under tensile loading. The results indicate that a conservative failure criterion for ductile materials may be established from localization analysis, provided strain localization occurs prior to ductile fracture. (C) 2016 Published by Elsevier Masson SAS.
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页码:315 / 329
页数:15
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