2012
DOI: 10.1016/j.ijnonlinmec.2011.05.008
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Simple shear is not so simple

Abstract: For homogeneous, isotropic, nonlinearly elastic materials, the form of the homogeneous deformation consistent with the application of a Cauchy shear stress is derived here for both compressible and incompressible materials. It is shown that this deformation is not simple shear, in contrast to the situation in linear elasticity. Instead, it consists of a triaxial stretch superposed on a classical simple shear deformation, for which the amount of shear cannot be greater than 1. In other words, the faces of a cub… Show more

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Cited by 88 publications
(65 citation statements)
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References 21 publications
(30 reference statements)
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“…4) [32][33][34][35]. In this case, the straight lines parallel to the X 1 -or the X 2 -axis in the undeformed state remain straight and parallel after the deformation.…”
Section: Fibre-reinforced Cell Walls Under Shear Deformationmentioning
confidence: 95%
“…4) [32][33][34][35]. In this case, the straight lines parallel to the X 1 -or the X 2 -axis in the undeformed state remain straight and parallel after the deformation.…”
Section: Fibre-reinforced Cell Walls Under Shear Deformationmentioning
confidence: 95%
“…This widely used definition can be denoted as an incompressible plane strain definition of the simple shear where a plane stress condition is applied, cf. Destrade et al (2012). We denote it as the version I.…”
Section: Shear Testsmentioning
confidence: 99%
“…Although some literature has suggested that SS cannot be simply considered as PS combined with a rotation when large deformation is assumed ( Ref 29,30), the deformation of a particle in the billets can be expressed by the differential unity body with the deformation tensor and rotation tensor introduced by large deformation; the differential unity bodies under PS and SS deformation are isoparametric elements. Thus, this paper maintains that SS can be equivalent to PS combined with rotation.…”
Section: Geometric Equivalence Of Mcte Processmentioning
confidence: 99%