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- W276034440 abstract "This study describes a standard 8-node shell FE element using an elasto-plastic material model for nonlinear analysis of reinforced concrete structures. Reissner-Mindlin(RM) assumptions are adopted to develop the degenerated shell FE so that transverse shear deformation effects is considered. Drucker-Prager failure criterion in compression region and Aoyagi-Yamada failure criterion in tension region are used to model the constitutive behavior of concrete. The concrete material model take into account the aspects of tension stiffening, compression strength reduction of concrete and shear transfer to improve the accuracy of FE analysis. The arc-length method is adapted to overcome the difficulties of post peak load analysis and snap through phenomena. RM shell formulation is provided in this paper with emphasis on the terms related to the stiffness matrix based on degenerated solid concept and elasto-plastic material model. Finally, the performance of the present shell element is tested and demonstrated with several numerical examples. The numerical results by this model agree very well with the experimental data available and other numerical results." @default.
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- W276034440 date "2004-01-01" @default.
- W276034440 modified "2023-09-23" @default.
- W276034440 title "Nonlinear Finite Element Analysis of Reinforced Concrete Structures using Elasto- Plastic Material Model" @default.
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