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- W770277733 abstract "A new p-version finite element model is proposed to estimate the ultimate load of reinforced concrete slabs. In the non-linear formulation of this model, the total Lagrangian formulation is adopted with large deflections and moderate rotations being accounted for in the sense of von Karman hypothesis. The material model is based on the Kuper's yield criterion, hardening rule, and crushing condition. In addition, the smeared crack model is considered as well as the ten-sion stiffening effect after crack initiation. The integrals of Legendre polynomials are used for shape functions with p-level varying from 1 to 10. Gauss-Lobatto numerical quadrature is used to calculate the stresses at the nodal points instead of Gauss points. The validity of the proposed p-version finite element model is demonstrated through several numerical examples for the load-deflection curve, the ultimate load, the convergence characteristics of reinforced concrete slabs compared with available experimental and numerical results." @default.
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- W770277733 date "2003-01-01" @default.
- W770277733 modified "2023-09-23" @default.
- W770277733 title "Numerical Prediction of the Ultimate Load of Reinforced Concrete Slabs by p-version of FEM" @default.
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