Mohr-Coulomb yield condition

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Mohr-Coulomb theory — is a mathematical model (see yield surface) describing the response of a material such as rubble piles or concrete to shear stress as well as normal stress. Most of the classical engineering materials somehow follow this rule in at least a… … Wikipedia
Mohr–Coulomb theory — Continuum mechanics … Wikipedia
Von Mises yield criterion — The von Mises yield criterion [von Mises, R. (1913). Mechanik der Festen Korper im plastisch deformablen Zustand. Göttin. Nachr. Math. Phys., vol. 1, pp. 582–592.] suggests that the yielding of materials begins when the second deviatoric stress… … Wikipedia
Willam-Warnke yield criterion — The Willam Warnke yield criterion [Willam, K. J. and Warnke, E. P. (1975). Constitutive models for the triaxial behavior of concrete. Proceedings of the International Assoc. for Bridge and Structural Engineering , vol 19, pp. 1 30.] is a function … Wikipedia
Soil mechanics — is a discipline that applies principles of engineering mechanics, e.g. kinematics, dynamics, fluid mechanics, and mechanics of material, to predict the mechanical behavior of soils. Together with Rock mechanics, it is the basis for solving many… … Wikipedia
Failure theory (material) — v · d · e Materials failure modes Buckling · Corro … Wikipedia

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