An Elasto-plastic Model and Its Return Mapping Scheme for Anisotropic Rocks
Based on an anisotropic failure criterion that includes a scalar parameter in terms of the mixed invariants of the stress and micro-structure tensors,an elasto-plastic model is suggested for the description of mechanical properties of transversely isotropic rocks.And on the basic principles of return mapping,we deduce the formulations of return mapping suit for transversely isotropic rocks,especially the second derivative of plastic potential function and unsymmetrical consistent constitutive matrix.For application,an experimental program is conducted and several tests of argillite specimens are simulated with various confining pressures and loading orientations.The comparison reveals that the proposed model and its return mapping scheme are suitable for describing the mechanical properties of argillite.
Anisotropy Elasto-plasticity Micro-structure tensor Return mapping
Wei-ya Xu Jiu-chang Zhang Ru-bin Wang Jin-jian Gu
Institute of Geotechnical Engineering,Hohai University,Nanjing 210098,China
国际会议
北京
英文
371-380
2012-10-15(万方平台首次上网日期,不代表论文的发表时间)