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anisotropic rock mass shear strength in Hamersley rock formations of the Pilbara using ABAQUS[6] An investigation into the shear strength of bedding planes in shale materials from the Hamersley group

Wu, “A general theory of strength for anisotropic materials”, Journal of Composite Materials, 5:58-80, 1971. [5] S.W. Tsai and H.T.

the constitutive formulation of the conventional mechanism-based strain gradient (CMSG) plasticity theory.

Possible explanations for this under-prediction include variation of the material thickness around the cross-section and along the length of the stub columns and variation in material yield strength (either

晶體塑性有限元仿真入門(4)—織構演變文獻復現(xiàn).pdf

“Crack band theory for fracture of concrete.” Mater. Constr. 16(3): 155-177. https://doi.org/10.1007/BF02486267.[7] Rots, J. G., and R. D. Borst. 1989.

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