A nonlinear model for ductile damage accumulation under multiaxial non-proportional loading conditions

被引:73
|
作者
Cortese, Luca [1 ]
Nalli, Filippo [1 ]
Rossi, Marco [2 ]
机构
[1] Free Univ Bozen Bolzano, Fac Sci & Technol, Piazza Univ 5, I-39100 Bolzano, Italy
[2] Univ Politecn Marche, Via Brecce Bianche, I-60131 Ancona, Italy
关键词
Ductility; Fracture; Mechanical testing; Finite elements; Nonlinear damage accumulation; FRACTURE EXPERIMENTS; STRESS TRIAXIALITY; STRAIN; PLASTICITY; DEPENDENCE; FAILURE; STATE; DEFORMATION; BEHAVIOR; LOCUS;
D O I
10.1016/j.ijplas.2016.07.003
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
In this paper, a nonlinear model for ductile damage accumulation is presented and applied to predict failure under non-proportional loading conditions. To this purpose, several tension-torsion tests were executed on samples of an isotropic Grade X65 steel, using a custom biaxial equipment. The experiments were carried out on hollow cylindrical specimens with two different gauge axial lengths. Non-proportional loading paths were achieved changing the tension to torsion ratio during runs. The dependence of damage accumulation on the equivalent plastic strain was modelled by means of a nonlinear function of the triaxiality and the deviatoric component of the stress state. The devised model, suitable to predict failure under complex loading paths, was implemented in a commercial FE code. All experimental tests were simulated in order to monitor the stress and strain evolution within the specimen, and to determine the onset of fracture. In the numerical simulations, the constitutive behavior was described using both a J(2) and a J(2)J(3) plasticity models. Thanks to the applied testing conditions, different stress states were induced in the material. A straightforward calibration of the accumulation model was achieved from few experiments, then the transferability of the formulation was validated on different tests. The proposed method showed appreciable improvements in final fracture prediction over a linear approach, as well as over other nonlinear approaches from the literature. (C) 2016 Elsevier Ltd. All rights reserved.
引用
收藏
页码:77 / 92
页数:16
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