Implicit Integration of the Unified Yield Criterion in the Principal Stress Space
暂无分享,去创建一个
[1] Chen Lin,et al. A return mapping algorithm for unified strength theory model , 2015 .
[2] Antoine E. Naaman,et al. Properties of strain hardening ultra high performance fiber reinforced concrete (UHP-FRC) under direct tensile loading , 2014 .
[3] F. Karaoulanis. Implicit Numerical Integration of Nonsmooth Multisurface Yield Criteria in the Principal Stress Space , 2013 .
[4] S. Pietruszczak,et al. Failure criteria for rocks based on smooth approximations to Mohr―Coulomb and Hoek―Brown failure functions , 2012 .
[5] Mao-Hong Yu,et al. Computational Plasticity: With Emphasis on the Application of the Unified Strength Theory , 2012 .
[6] Scott W. Sloan,et al. A C2 continuous approximation to the Mohr-Coulomb yield surface , 2011 .
[7] Changguang Zhang,et al. Unified solutions for stresses and displacements around circular tunnels using the Unified Strength Theory , 2010 .
[8] John P. Carter,et al. Flow rule effects in the Tresca model , 2008 .
[9] Lars Vabbersgaard Andersen,et al. An efficient return algorithm for non-associated plasticity with linear yield criteria in principal stress space , 2007 .
[10] Lars Vabbersgaard Andersen,et al. Efficient return algorithms for associated plasticity with multiple yield planes , 2006 .
[11] S. Q. Xu,et al. The Effect of the Intermediate Principal Stress on the Ground Response of Circular Openings in Rock Mass , 2006 .
[12] S. Sloan,et al. A smooth hyperbolic approximation to the Mohr-Coulomb yield criterion , 1995 .
[13] J. C. Simo,et al. Non‐smooth multisurface plasticity and viscoplasticity. Loading/unloading conditions and numerical algorithms , 1988 .
[14] M. A. Crisfield,et al. Plasticity computations using the Mohr—Coulomb yield criterion , 1987 .
[15] Mao-Hong Yu,et al. TWIN SHEAR STRESS THEORY AND ITS GENERALIZATION , 1985 .
[16] J. C. Simo,et al. Consistent tangent operators for rate-independent elastoplasticity☆ , 1985 .
[17] O. C. Zienkiewicz,et al. Elasto‐plastic stress analysis. A generalization for various contitutive relations including strain softening , 1972 .
[18] W. T. Koiter. Stress-strain relations, uniqueness and variational theorems for elastic-plastic materials with a singular yield surface , 1953 .
[19] Pavao Marović,et al. Modified Mohr‐Coulomb – Rankine material model for concrete , 2011 .
[20] Davide Bigoni,et al. The quasi-static finite cavity expansion in a non-standard elasto-plastic medium , 1989 .
[21] R. De Borst,et al. Integration of plasticity equations for singular yield functions , 1987 .