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Remarks on partial selective reduced integration method for Reissner-Mindlin plate problems
On the enhanced strain technique for elasticity problems
The enhanced strain technique is considered in the context of incompressible elasticity problems. A new triangular element is proposed and proved to be convergent and stable when applied to linear analysis. Moreover, a model problem arising from large deformations is presented. Such a model is used to develop some theoretical considerations about the use of enhanced strain methods in nonlinear elasticity
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