Affiliation:
1. Faculty of Architecture and Civil Engineering, Huaiyin Institute of Technology, Huai’an 223001, Jiangsu, China
Abstract
At present, the mechanical properties analysis method of prefabricated shear wall structure based on static test is low overall simulation precision. In this paper, the finite element method is used to analyze the force performance of the prefabricated shear wall structure. Based on the shear of concrete material, elastic modulus, Poisson ratio, open fracture, the transfer coefficients of open and closed fracture, and tensile strength parameters, the finite element model is established by ANSYS. The vertical load and the horizontal load of the prefabricated shear wall structure are calculated, and the limit load value is obtained. The maximum stress change of the connector, the energy dissipation of the shear wall structure, and the change of the equivalent viscous damping coefficient are obtained by the way of loading and displacement change. The experimental results show that the simulated values of stiffness degradation, maximum displacement, maximum strain, and stress distribution obtained by this method are in good agreement with the actual values and are reliable.
Subject
Computer Science Applications,Software
Reference27 articles.
1. Analysis of dynamic response for concrete wall under blast load;W. J. Li;Computer Simulation,2016
2. A simplified stress analysis of rising salt domes
3. Application of a p-version finite element code to analysis of cracks
4. Stress analysis of delta fin structure and determination of deformation;M. Essuri;Physics of Plasmas,2015
5. Finite element analysis on mechanical performance of steel frame structure with prefabricated external wall panel;A. L. Zhang;Journal of Building Structures,2016
Cited by
2 articles.
订阅此论文施引文献
订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献