1978
DOI: 10.1002/nme.1620120410
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Finite element analysis of rubber‐like materials by a mixed model

Abstract: SUMMARYA Reissner type variational principle is utilized to formulate a mixed finite element model for a finite-strain analysis of Mooney-Rivlin rubber-like materials. An incremental and stationary Lagrangian formulation is adopted. The functional consists of incremental displacements and incremental hydrostatic and distortional stresses as variables. In the finite element formulation the displacements are interpolated in terms of nodal displacements while the two different stress components are approximated i… Show more

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Cited by 50 publications
(8 citation statements)
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References 9 publications
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“…However, the incompressibility and nonlinearity of rubber cause many difficulties, one of which is divergence problem, in analytic and numerical studies like the finite element method [1][2][3][4][5][6][7] as noted in the literature [7]. Furthermore, the problems of self-buckling, follower forces, and contact conditions cause additional difficulties in analyzing rubber.…”
Section: Introductionmentioning
confidence: 99%
“…However, the incompressibility and nonlinearity of rubber cause many difficulties, one of which is divergence problem, in analytic and numerical studies like the finite element method [1][2][3][4][5][6][7] as noted in the literature [7]. Furthermore, the problems of self-buckling, follower forces, and contact conditions cause additional difficulties in analyzing rubber.…”
Section: Introductionmentioning
confidence: 99%
“…For problems corresponding to the state of plane stress in the x 1 x 2 -plane, 13 = 23 = 33 = 0 where r is the Cauchy stress tensor. For a fully incompressible Mooney-Rivlin material,…”
Section: Analysis Of Plane Stress Problemsmentioning
confidence: 99%
“…Many finite element (FE) formulations have been developed to avoid the volumetric locking resulting from the incompressibility constraint. Among them are the mixed formulation [10][11][12], the hybrid methods [13][14][15], the selective reduced integration [16], the perturbed Lagrange formulation [17], and the rank-one filtering method [18]. In addition to difficulties in dealing with incompressibility, FE formulations frequently break down when applied to elastomers where excessive deformations lead to mesh entanglement.…”
Section: Introductionmentioning
confidence: 99%
“…In the theory of finite elasticity the most widely used strain measures are the Green's strain tensor E=(? ), defined in terms of the Lagrangian coordinates, and the Almansi's strain tensor e = r + ) , (9) defined in terms of the deformed or Eulerian coordinates. The tensor C is the inverse of Finger's tensor, B.…”
Section: Generalized Strain Measurementioning
confidence: 99%