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Tạp chí Vật liệu & Xây dựng - Bộ Xây dựng

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Trung Nguyen Mai Chi

Abstract

This paper analyzes the experimental models of RC slabs subjected to combined bending and torsion, material models in plastic analysis. Finite element models are constructed to simulate the behaviour of the slab includes nonlinear of materials. The behaviour of the slab is presented through the relation of load – deflection, and the torsional stiffness of slab is also determined.

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