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Plane strain bending of strain-stiffening rubber-like rectangular beams
2008
International Journal of Solids and Structures
This paper is concerned with investigation of the effects of strain-stiffening for the classical problem of plane strain bending by an end moment of a rectangular beam composed of an incompressible isotropic nonlinearly elastic material. For a variety of specific strain-energy densities that give rise to strain-stiffening in the stress-stretch response, the stresses and resultant moments are obtained explicitly. While such results are well known for classical constitutive models such as the
doi:10.1016/j.ijsolstr.2007.10.022
fatcat:wuvcnrrijfbendh6nk5nukkxv4