Title
Nonlinear Finite Element Analysis of Reinforced Concrete Pipes: Nonlinear Finite Element Analysis Reinforced Concrete Pipes,Used
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This study deals with structural behavior of reinforced concrete pipes under various loading and support conditions by using nonlinear threedimensional isoparametric 20node brick elements. the computer program of three dimensional nonlinear finite element analysis of reinforced concrete structures, written by Al Shaarbaf is utilized. The behavior of concrete is investigated by using twentynode brick elements. The reinforcement bars are idealized as axial members embedded within the brick elements with perfect bond between the concrete and the steel curved bars in a brick element were approximated by straight bars parallel to the main coordinate axes. The behavior of concrete in compression is simulated by an (Elastic Plastic Work Hardening Model) followed by a perfect plastic response, which is terminated at the onest of crushing. In tension, a smeared crack model with fixed orthogonal cracks has been used with the inclusion of models for the retained postcracking tensile stress and reduced shear transfer modulus. Loading of the pipes and support conditions were properly considered according to the characteristics of the problem.
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