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- W2000897974 abstract "In this work the BEM non-linear formulation for Kirchhoff's plates in bending applied to model reinforced concrete slabs is discussed. The integral equations of displacements, bending and twisting moments and shear forces are derived and modified properly to model non-linear behaviours. Two models were implemented to analyse reinforced concrete slabs: a simple elastoplastic criterion defined by adopting the Von Mises surface to govern the concrete behaviour in compression complemented by assuming tension cut off; and the Mazars' continuum damage model. For both cases, the reinforcement is governed by the uniaxial stress x strain elastoplastic relationship with constant hardening. Internal forces are approximated by numerical integrals along the plate thickness using a Gauss' scheme, after verifying the non-linear criterion at each point." @default.
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- W2000897974 date "2002-02-01" @default.
- W2000897974 modified "2023-09-27" @default.
- W2000897974 title "Non-linear boundary element analysis of plates applied to concrete slabs" @default.
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- W2000897974 doi "https://doi.org/10.1016/s0955-7997(01)00091-1" @default.
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