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Titlebook: Computational Plasticity; With Emphasis on the Mao-Hong Yu,Jian-Chun Li Book 2012 Zhejiang University Press,Hangzhou and Springer-Verlag Be

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Implementation of the Unified Strength Theory into ABAQUS and its Application,to consolidate their processes and tools, reduce costs and inefficiencies, and gain a competitive advantage. ABAQUS includes many different kinds of material models such as the Drucker-Prager criterion, Mohr-Coulomb criterion and Cambridge constitutive models for use in geotechnical problems (Hibbitte et al., 2002; Zhuang, 1988).
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Stability of Slope,; Bishop, 1955; Brand, 1989; Chen, 2003; Chen et al., 2005; Cividin, 2001; Dong et al., 2004; Duncan, 1996; Fredinnd, 1984; Hudson and Harrison, 1997; Janbu, 1973; Leshchinsky, 1990, 1992; Morgenstem, 1992; Morgenstem and Price, 1965; Pan, 1980; Zhang and Zhou, 1997; Zhou and Yang, 2005).
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Stress and Strain,quences of the use of materials and structures by means of continuous functions. A material is a point (element), and a structure is a body. The structure may be considered as a partly ordered set of material elements (points) filling a structure (body). The cube is often used as an element.
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Unified Strength Theory and its Material Parameters,ng the past 100 years. The single-shear criterion Maximum shear criterion (Tresca, 1864), the Huber-von Mises criterion (1904; 1913) and the twin-shear criterion (Yu 1961a; Yu 1983) can be suitable for those materials that have identical strength both in tension and compression. For these materials
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Non-Smooth Multi-Surface Plasticity,ilure) criterion, a limiting stress state for elasticity, or an initial deformation for plasticity. Sometimes it is also used as an associated or non-associated flow rule for plastic constitutive relations.
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