Nonlinear Numerical Analysis of Precast Concrete Shear Wall

Abstract:

Nonlinear numerical analysis for prefabricated shell wall structure is processed on this paper with the finite element software of ABAQUS. Nonlinear numerical analysis for prefabricated shell wall with vertical joint is processed firstly and numerical analysis results are found to be reasonable when compared with experimental results. Then the influence of factors such as shear strength of joint and axial compression ratio are conparatively analyzed. The results show that shear strength of joint has a greater influence on the bearing capacity and hysteretic performance of the structure and axial compression ratio also has a greater influence on the bearing capacity but less on the hysteretic performance.

• Periodical: Applied Mechanics and Materials (Volumes 651-653)
• Pages: 1192-1196
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.651-653.1192
• Online since: September 2014
• Authors: Ji She*, Yun Zou, Yang Liu, Zheng Hao Li, Kai Wen Li
• Keywords: Axial Compression Ratio, Finite Element Analysis (FEA), Prefabricated Shear Wall Structure, Vertical Joint

References

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