Chen Jianyun, Zhang Keshi, Kuang Zheng, Hu Guijuan, Song Qiao, Chang Yanjun
College of Civil Engineering and Architecture, Key Laboratory of Disaster Prevention and Structural Safety of Ministry of Education, Guangxi Key Laboratory of Disaster Prevention and Engineering Safety, Guangxi University, Nanning 530004, China.
School of Landscape Architecture, Zhejiang A & F University, Hangzhou 311300, China.
Materials (Basel). 2019 Feb 12;12(3):543. doi: 10.3390/ma12030543.
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.
考虑到金属后续屈服面演化中的交叉效应,建立了一种各向异性畸变屈服面本构模型。通过将各向异性畸变强化函数引入经典Chaboche率相关本构模型的各向同性强化部分,表征了后续屈服面的塑性变形诱导畸变和各向异性强化行为。通过将模型应用于基于ABAQUS有限元软件包的数值用户定义材料(UMAT)过程,模拟了T2纯铜在三种不同加载路径下的畸变屈服面实验数据,包括预拉伸、预扭转以及45度预拉伸-扭转比例加载。为验证各向异性塑性模型,将模拟的屈服面与晶体塑性模型的实验观测结果和预测结果进行了比较,并发现吻合良好。模拟结果表明,所提出的模型能够准确捕捉畸变屈服面的特征以及屈服面的各向异性强化过程。此外,与晶体塑性本构模型相比,各向异性塑性本构模型能够更好地揭示加载方向和相反方向上实验后续屈服面的畸变形状。