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- W82068299 abstract "ABSTRACT The paper proposes a finite element incremental iterative procedure to predict the behaviour of reinforced concrete slabs in the pre and post cracking ranges. Numerically integrated higher order elements are used for discretization so that variability of material properties due to cracking and stress state changes under monotonically increasing load is conveniently simulated by assigning varied rigidities at different Gauss points within the element. Realistic moment curvature relations are developed for the purpose. The accuracy and efficiency of the proposed procedure are established by comparing predicted response with the experimental results of tests on three typical slabs reported in literature." @default.
- W82068299 created "2016-06-24" @default.
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- W82068299 date "1980-01-01" @default.
- W82068299 modified "2023-10-16" @default.
- W82068299 title "A FINITE ELEMENT SOLUTION OF POST CRACKING BEHAVIOUR OF R.C. SLABS" @default.
- W82068299 cites W1993472093 @default.
- W82068299 doi "https://doi.org/10.1016/b978-0-08-023256-0.50024-3" @default.
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