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Mohr-Coulomb yield criterion

См. также в других словарях:

  • 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

  • Drucker Prager yield criterion — Continuum mechanics …   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

  • Yield surface — A yield surface is a five dimensional surface in the six dimensional space of stresses. The state of stress of inside the yield surface is elastic. When the stress state lies on the surface the material is said to have reached its yield point and …   Wikipedia

  • Yield (engineering) — The yield strength or yield point of a material is defined in engineering and materials science as the stress at which a material begins to deform plastically. Prior to the yield point the material will deform elastically and will return to its… …   Wikipedia

  • Christensen Failure Criterion — Failure criteria for isotropic materials has been a long standing problem. Despite many historical attempts, there have not been any successful general forms that span the range from ductile to brittle materials. A new failure criterion that aims …   Wikipedia

  • Failure theory (material) — v · d · e Materials failure modes Buckling · Corro …   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

  • Henri Tresca — Infobox Engineer image size = caption = name = Henri Tresca nationality = French birth date = October 12, 1814 birth place = Dunkirk death date = June 21, 1885 death place = Paris education = spouse = parents = children = discipline = Mechanical… …   Wikipedia

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