Incrementalization procedure for elasto-plastic constitutive model with multiple, intersecting yield surfaces

Materials ◽  
2019 ◽  
Vol 12 (3) ◽  
pp. 543 ◽  
Author(s):  
Jianyun Chen ◽  
Keshi Zhang ◽  
Zheng Kuang ◽  
Guijuan Hu ◽  
Qiao Song ◽  
...  

Considering the cross effect in the evolution of subsequent yield surfaces for metals, an anisotropic distortional yield surface constitutive model is developed. By introducing an anisotropic distortional hardening function into the isotropic hardening part of the classical Chaboche rate-dependent constitutive model, the plastic-deformation-induced distortional and anisotropic hardening behaviors of subsequent yield surfaces are characterized. The experimental data of distortional yield surfaces for T2 pure copper under three different loading paths, including pre-tension, pre-torsion, and pre-tension-torsion proportional loading of 45-degree, are simulated by implementing the models into a numerical user defined material (UMAT) procedure based on the ABAQUS finite element package. To validate the anisotropic plastic model, the simulated yield surfaces are compared with experimental observations and predicted results for a crystal plasticity model and good agreement are noted. The simulations demonstrate that the proposed model can accurately capture the characteristics of the distortional yield surface and the anisotropic hardening process of the yield surface. Moreover, the distortional shapes of experimental subsequent yield surfaces in loading direction and opposite direction can be better revealed by the anisotropic plastic constitutive model than the crystal plastic constitutive model.


2012 ◽  
Vol 446-449 ◽  
pp. 1481-1485
Author(s):  
Zhi Hua Dong ◽  
Yan Bin Gao ◽  
Ju Yun Yuan

Sekiguchi and Ohta model is a well-known elastoplastic constitutive model which can simulate the initial anisotropic behavior of K0 consolidated soils. In this paper, the impact of load direction on the yield surface of this model is well studied by firstly deriving the equation of the yield surface satisfied under different load directions and then by drawing a series of yield surfaces under different load directions (between 0°~90°) in p-q space. Results show that the shape of yield surface changes a lot with different load directions. As the load direction changes from 0°to 45°, the inclined yield surface shrinks, and the angle of inclination decreases as well, which means the anisotropic degree of the yield surface is decreasing. These results are new findings on the study of the anisotropic yield surface for K0 consolidated soil.


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