2014•Journal of Anhui Institute of Architecture & IndustryRequires access

Nonlinear analysis of which based on ABAQUS of Concrete Damaged Plasticity model in two-way slab experiment

Zhao Yon

Abstract

Concrete Damaged Plasticity model is one of the most popular Constitutive models of concrete nonlinear analysis in ABAQUS.By adopting CDP constitutive model of concrete to conduct the finite element simulation of nonlinear behavior of concrete and analyzing the cast-in-place two-way slab,this thesis verifies that CDP model in ABAQUS finite element analysis,which is applied to the concrete structure,will provide reference value for solving the actual construction problems.

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Key concepts: Slab, Nonlinear system, Structural engineering, Finite element method, Plasticity, Constitutive equation, Engineering, Computer science