1982
DOI: 10.1002/nme.1620180507
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Finite element methods for constrained problems in elasticity

Abstract: SUMMARYSeveral different variational formulations of boundary-value problems with constraints are discussed, with particular reference to constrained problems in elasticity. Special attention is given to exterior penalty methods. A discussion of the conditions necessary for penalty methods to provide a basis for stable and convergent finite element methods is given. In particular, the use of reduced integration is discussed and criteria on the order of reduced integration rules sufficient to produce stable and… Show more

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Cited by 186 publications
(36 citation statements)
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“…It is commonly called T6/P1. It verifies the discrete LBB condition and yields stable pressure approximations [30]. The hydrostatic pressure is assumed as an internal degree of freedom, which is eliminated by a static condensation at element level.…”
Section: Mechanical Problemsupporting
confidence: 54%
“…It is commonly called T6/P1. It verifies the discrete LBB condition and yields stable pressure approximations [30]. The hydrostatic pressure is assumed as an internal degree of freedom, which is eliminated by a static condensation at element level.…”
Section: Mechanical Problemsupporting
confidence: 54%
“…Then, the standard displacement formulation is switched to a mixed one, andĴ J 3 and c are independently interpolated in each element such that both are assumed to be constant in linear displacement elements. For more detailed argument, the reader may refer to Oden and Kikuchi (1982). For steel and polyester cords the employment of hyperelastic material model would not pose any additional difficulty.…”
Section: Materials Models For the Numerical Analysis And Designmentioning
confidence: 99%
“…Two approaches are usually used to satisfy the impenetrability condition [11]: one is to impose displacement constraints directly on the formulation and the other is to use gap elements to couple possible areas of contact. To impose displacement constraints directly, points of contact must be identified firstly, and then the constraint conditions can be imposed in several ways, such as penalty method [12], Lagrange multiplier method [13], and constraint function method [14], etc. To impose displacement constraints by using gap elements, various aspects of contact can be modeled by giving the element nonlinear stiffness characteristics that depend on the relative positions of the nodes [15].…”
Section: Introductionmentioning
confidence: 99%