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A mixed strain element method for pressure-dependent elastoplasticity at moderate finite strain

โœ Scribed by Xikui Li; S. Cescotto; P. G. Duxbury


Publisher
John Wiley and Sons
Year
1998
Tongue
English
Weight
844 KB
Volume
43
Category
Article
ISSN
0029-5981

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โœฆ Synopsis


This paper presents a framework to describe a mixed element method in the context of pressure-dependent elastoplasticity at moderate รฟnite strain. A mixed strain element with one-point quadrature and hourglass control at moderate รฟnite strain is developed on the basis of the Hu-Washizu principle and the co-rotational formulation. The element is formulated with reference to the so-called natural co-ordinate system, 1 which allows to derive the consistent tangent modulus matrix and the single step backward Euler integration scheme at the element quadrature point for pressure-dependent elastoplasticity in an elegant and numerically e cient form.

In addition, with the introduction of the natural co-ordinate system, a new deรฟnition of internal state variable for the pressure-dependent elasto-plasticity is proposed to allow for the simultaneous description of the two strain hardening=softening paths in tension and compression. Numerical examples are given to demonstrate the performance of the mixed element method presented in this paper. ?


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## Abstract A lowโ€order thick and thin plate bending element is derived using bilinear approximations for the transverse deflection, the two rotations and the thickness change. The stressโ€“strain relationships from threeโ€dimensional elasticity are used without any modifications. In order to avoid lo