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Large strain Finite Elements analysis of flexible footings on work-softening isotropic material
The paper proposes an Eulerian Rate formulation for solving problems involving both material and geometric non-linearity. The Finite Element method is used for spatial integration and test results compare excellently with analytical solutions. Results for both infinitesimal and finite deformation analyses of circular footings on perfectly-plastic and work-softening soils are also presented.
Large strain Finite Elements analysis of flexible footings on work-softening isotropic material
The paper proposes an Eulerian Rate formulation for solving problems involving both material and geometric non-linearity. The Finite Element method is used for spatial integration and test results compare excellently with analytical solutions. Results for both infinitesimal and finite deformation analyses of circular footings on perfectly-plastic and work-softening soils are also presented.
Large strain Finite Elements analysis of flexible footings on work-softening isotropic material
Finite Elemente Analyse starker Spannungen bei elastischen Fundamenten bei aufweichenden, isotropischen Stoffen
Toh, C.T. (author) / Donald, J.B. (author)
1977
8 Seiten, 4 Bilder, 28 Quellen
Conference paper
English
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