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- W3199075574 abstract "We present a finite element formulation for the non-linear analysis of thin axisymmetric and general three dimensional shells undergoing large displacements, large rotations and large elasto-plastic strains. For axisymmetric shells, a two nodes conical element including transverse shear effect is considered. For general shells two triangular facet elements are developed. They both consider a constant strain field for membrane behaviour. Bending effects are taken into account using either 6 dof (w at the comers and θs at the mid-nodes) or 9 dof (w, θx and θy at the nodes). Both bending elements are based on the concept of Discrete Kirchhoff Theory developed by the authors. Deep-drawing and bulging problems are solved and the results are compared with experimental ones." @default.
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- W3199075574 date "2021-09-15" @default.
- W3199075574 modified "2023-10-17" @default.
- W3199075574 title "Axisymmetric and general shell elements for large transformations (formulation and applications)" @default.
- W3199075574 doi "https://doi.org/10.1201/9780203749173-55" @default.
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