On the finite element implementation of rubber‐like materials at finite strains. Kaliske, M. & Rothert, H. Engineering Computations, 14(2):216–232, March, 1997. ![On the finite element implementation of rubber‐like materials at finite strains [link]](https://bibbase.org/img/filetypes/link.svg "link")
Paper doi abstract bibtex Derives a formulation for spatial stress tensors and spatial material tensors of hyperelastic material. Looks at a class of materials with the strain energy function decomposed into a volumetric and a deviatoric part. Separate terms formulate the strain energy with respect to the invariants of the left Cauchy‐Green tensor. Stress and material tensors, which play a crucial role in the solution process of the finite element formulation, are derived solely in the current configuration. Applies the described framework to several different constitutive models based on phenomenologically and physically motivated material descriptions. Proposes a formulation for the finite element implementation of van der Waals material. Compares numerical results with experimental investigations given in the literature. For three‐dimensional finite element computations standard elements and mixed elements, based on a three‐field variational principle where displacements, the hydrostatic pressure and the dilatations are independent variables, are used.
@article{kaliske_finite_1997,
title = {On the finite element implementation of rubber‐like materials at finite strains},
volume = {14},
copyright = {https://www.emerald.com/insight/site-policies},
issn = {0264-4401},
url = {https://www.emerald.com/insight/content/doi/10.1108/02644409710166190/full/html},
doi = {10.1108/02644409710166190},
abstract = {Derives a formulation for spatial stress tensors and spatial material tensors of hyperelastic material. Looks at a class of materials with the strain energy function decomposed into a volumetric and a deviatoric part. Separate terms formulate the strain energy with respect to the invariants of the left Cauchy‐Green tensor. Stress and material tensors, which play a crucial role in the solution process of the finite element formulation, are derived solely in the current configuration. Applies the described framework to several different constitutive models based on phenomenologically and physically motivated material descriptions. Proposes a formulation for the finite element implementation of van der Waals material. Compares numerical results with experimental investigations given in the literature. For three‐dimensional finite element computations standard elements and mixed elements, based on a three‐field variational principle where displacements, the hydrostatic pressure and the dilatations are independent variables, are used.},
language = {en},
number = {2},
urldate = {2024-03-26},
journal = {Engineering Computations},
author = {Kaliske, M. and Rothert, H.},
month = mar,
year = {1997},
pages = {216--232},
}
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