2007
DOI: 10.1002/cnm.1008
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On volumetric locking‐free behaviour of p‐version finite elements under finite deformations

Abstract: SUMMARYWe demonstrate the locking-free properties of the displacement formulation of p-finite elements when applied to nearly incompressible Neo-Hookean material under finite deformations. For an axisymmetric model problem we provide semi-analytical solutions for a nearly incompressible Neo-Hookean material exploited to investigate the robustness of p-FEM with respect to volumetric locking. An analytical solution for the incompressible case is also derived to demonstrate the convergence of the compressible num… Show more

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Cited by 62 publications
(46 citation statements)
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“…Because the interior modes of an element are coupled only with the boundary modes (i.e. vertex/edge/face modes) of the same element, in the implementation we arrange the vector U such that the vertex modes are followed by the edge modes, face modes, and the interior modes, and a Schur complement is performed on the linear system (19) to condense out all the interior modes. This results in a smaller linear system of equations about the boundary modes only, which is then solved with the conjugate gradient solver.…”
Section: Linear Elastodynamicsmentioning
confidence: 99%
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“…Because the interior modes of an element are coupled only with the boundary modes (i.e. vertex/edge/face modes) of the same element, in the implementation we arrange the vector U such that the vertex modes are followed by the edge modes, face modes, and the interior modes, and a Schur complement is performed on the linear system (19) to condense out all the interior modes. This results in a smaller linear system of equations about the boundary modes only, which is then solved with the conjugate gradient solver.…”
Section: Linear Elastodynamicsmentioning
confidence: 99%
“…Eqs. (19) and (31), with the preconditioned conjugate gradient solver. This solver is invoked once every time step for linear elastodynamic problems, and once every Newton-Raphson iteration (within a time step) for geometrically nonlinear elastodynamic problems.…”
Section: Parallelizationmentioning
confidence: 99%
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“…These methods have been extended to non-linear problems, first for plasticity [2,3], and thereafter to isotropic hyperelasticity [4] and to nearly-incompressible hyperelasticity [5].…”
Section: Introductionmentioning
confidence: 99%
“…The p-FEM based on the displacement formulation has been shown to be efficient in the framework of finite-deformations for isotropic hyperelastic materials [4,14] and that it is locking free for nearly-incompressible hyperelastic materials [5,15] thus it is expected to be especially attractive for modeling arteries.…”
Section: Introductionmentioning
confidence: 99%