Failure analysis of tubes under multiaxial proportional and non-proportional loading paths

被引:0
|
作者
Iji, Mohammad Hossein [1 ]
Nayebi, Ali [1 ]
机构
[1] Shiraz Univ, Mech Engn Sch, Shiraz, Iran
来源
STEEL AND COMPOSITE STRUCTURES | 2023年 / 47卷 / 02期
关键词
bending; ductile failure models; kinematic hardening; non-proportional loading; thin-walled tube; Torsion; DUCTILE FRACTURE; STEEL; SHEAR; MODEL; SIMULATION;
D O I
10.12989/scs.2023.47.2.289
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The failure of a thin-walled tube was studied in this paper based on three failure models. Both proportional and non -proportional loading paths were applied. Proportional loading consisted of combined tension-torsion. Cyclic non-proportional loading was also applied. It was a circular out-of-phase axial-shear stress loading path. The third loading path was a combination of a constant internal pressure and a bending moment. The failure models under study were equivalent plastic strain, modified Mohr-Coulomb (Bai-Wierzbicki) and Tearing parameter models. The elasto-plastic analysis was conducted using J2 criterion and nonlinear kinematic hardening. The return mapping algorithm was employed to numerically solve the plastic flow relations. The effects of the hydrostatic stress on the plastic flow and the stress triaxiality parameter on the failure were discussed. Each failure model under study was utilized to predict failure. The failure loads obtained from each model were compared with each other. The equivalent plastic strain model was independent from the stress triaxiality parameter, and it predicted the highest failure load in the bending problem. The modified Mohr-Coulomb failure model predicted the lowest failure load for the range of the stress triaxiality parameter and Lode's angle.
引用
收藏
页码:289 / 296
页数:8
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