uniaxial compression

См. также в других словарях:

• uniaxial (unconfined) compression —    Compression caused by the application of normal stress in a single direction …   Lexicon of Cave and Karst Terminology

• Strength of materials — Internal force lines are denser near the hole, a common stress concentration In materials science, the strength of a material is its ability to withstand an applied stress without failure. The applied stress may be tensile, compressive, or shear …   Wikipedia

• Drucker Prager yield criterion — Continuum mechanics …   Wikipedia

• Mooney–Rivlin solid — Continuum mechanics …   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

• Bresler Pister yield criterion — The Bresler Pister yield criterion [Bresler, B. and Pister, K.S., (19858), Strength of concrete under combined stresses, ACI Journal, vol. 551, no. 9, pp. 321 345.] is a function that was originally devised to predict the strength of concrete… …   Wikipedia

• Exfoliation joint — Exfoliation joints wrapping around Half Dome in Yosemite National Park, California …   Wikipedia

• rock — rock1 rockless, adj. rocklike, adj. /rok/, n. 1. a large mass of stone forming a hill, cliff, promontory, or the like. 2. Geol. a. mineral matter of variable composition, consolidated or unconsolidated, assembled in masses or considerable… …   Universalium

• Rock — /rok/, n. a male given name. * * * I In geology, a naturally occurring and coherent aggregate of minerals. The three major classes of rock igneous, sedimentary, and metamorphic are based on the processes that formed them. These three classes are… …   Universalium

• Upper Convected Maxwell model — The Upper Convected Maxwell model (or UCM model) is a generalisation of the Maxwell material for the case of large deformations using the Upper convected time derivative. The model was proposed by J. G. Oldroyd.The model can be written as::… …   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