The nonlinear finite element analysis of reinforced concrete frame structure with masonry infilled wall
Tang Xing-rong
Abstract
Tang Xing-rong
Abstract
The nonlinear finite element analysis model of reinforced concrete frame structures with infilled walls was established by using ABAQUS software,the structural behavior of 4 infilled reinforced concrete frames and 2 reinforced concrete frames was analyzed by the finite element nonlinear analysis,and the analytical results were compared with the experimental ones.The results showed that the analytical values were in good agreement with the experimental values,and the behavior of infilled reinforced concrete frame structure could be simulated by using the nonlinear finite element analysis model,which will provide reference for further analysis of the performance of this structure.
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The nonlinear finite element analysis model of reinforced concrete frame structures with infilled walls was established by using ABAQUS software,the structural behavior of 4 infilled reinforced concrete frames and 2 reinforced concrete frames was analyzed by the finite element nonlinear analysis,and the analytical results were compared with the experimental ones.The results showed that the analytical values were in good agreement with the experimental values,and the behavior of infilled reinforced concrete frame structure could be simulated by using the nonlinear finite element analysis model,which will provide reference for further analysis of the performance of this structure.
Key concepts: Structural engineering, Masonry, Finite element method, Frame (networking), Nonlinear system, Reinforced concrete, Frame analysis, Materials science