A cyclic UH model for sand

作者：Zheng Wan^*

来源：Earthquake Engineering and Engineering Vibration, 2015, 14(2): 229-238.

DOI：10.1007/s11803-015-0019-0

• stress-induced anisotropy
• sand
• unified hardening parameter
• constitutive model
• cyclic loading

A simple cyclic elastoplastic constitutive model for sand is proposed based on the UH model for overconsolidated clay. The proposed model has the following features. First, in order to describe the stress-induced anisotropy in sand, a rotational hardening rule is introduced for the evolution of the yield surface axis with development of plastic deviatoric strain in the principal stress space. Second, the relationship between the rotational axis and stress-induced anisotropy is modeled by introducing the slope of rotational axis into the yield function. The flatness of the yield surface can be determined by the slope of rotational axis. Finally, a revised unified hardening parameter is proposed to incorporate the stress-induced anisotropy. The model capability in describing the cyclic response of sand is verified by comparing the simulations with available test results.

• 出版日期2015-6
• 单位中国建筑科学研究院