Unified Yield Surface for the Nonlinear Analysis of Brittle Anisotropic Materials
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[1] Aw Page,et al. THE BIAXIAL COMPRESSIVE STRENGTH OF BRICK MASONRY. , 1981 .
[2] O. C. Zienkiewicz,et al. Elasto‐plastic solutions of engineering problems ‘initial stress’, finite element approach , 1969 .
[3] D. R. Bland,et al. The associated flow rule of plasticity , 1957 .
[4] D. C. Freeman,et al. Failure criteria for isotropic materials, applications to low-density types , 2002 .
[5] W. T. Koiter. Stress-strain relations, uniqueness and variational theorems for elastic-plastic materials with a singular yield surface , 1953 .
[6] Steven J. DeTeresa,et al. Reduction in the Number of Independent Parameters for the Tsai—Wu Tensor Polynomial Theory of Strength for Composite Materials , 2003 .
[7] Stephen C. Cowin,et al. A multidimensional anisotropic strength criterion based on Kelvin modes , 2000 .
[8] Panagiotis G. Asteris,et al. MASONRY FAILURE CRITERION UNDER BIAXIAL STRESS STATE , 2001 .
[9] R. Christensen,et al. Delamination Failure Investigation for Out-of-plane Loading in Laminates , 2003 .
[10] A. Fomenko,et al. Problems in Differential Geometry and Topology , 1985 .
[11] P. D. Soden,et al. A COMPARISON OF THE PREDICTIVE CAPABILITIES OF CURRENT FAILURE THEORIES FOR COMPOSITE LAMINATES, JUDGED AGAINST EXPERIMENTAL EVIDENCE , 2002 .
[12] A. K. Malmeister,et al. Geometry of theories of strength , 1966 .
[13] R. Tennyson,et al. Development of failure criterion for Kevlar-epoxy fabric laminates , 1984 .
[14] R. Tennyson,et al. Closure of the Cubic Tensor Polynomial Failure Surface , 1989 .
[15] Pw Kleeman,et al. THE FAILURE OF BRICK MASONRY UNDER BIAXIAL STRESSES. , 1985 .
[16] J. J. Stoker. Uniqueness theorems for some open and closed surfaces in three-space , 1978 .
[17] Edward M. Wu,et al. Optimal Experimental Measurements of Anisotropic Failure Tensors , 1972 .