预制装配式型钢混凝土剪力墙试验与模拟受力分析  

Stress Analysis of Prefabricated Steel Reinforced Concrete Shear Wall

作　　者：张峰[1] ZHANG Feng(Department of Architectural Engineering,Huaibei Vocational&Technical College,Huaibei 235000,China)

机构地区：[1]淮北职业技术学院建筑工程系,安徽淮北235000

出　　处：《太原学院学报（自然科学版）》2023年第1期7-10,共4页Journal of TaiYuan University:Natural Science Edition

基　　金：安徽省级重点质量工程项目(2020sjjd114)。

摘　　要：为了研究装配式型钢混凝土剪力墙试件的抗震性能,采用ABAQUS分析软件对装配式型钢混凝土剪力墙试件在水平低周往复载荷作用下的骨架曲线进行了模拟,并与试验结果进行了对比。结果表明,正向和负向水平往复加载过程中,装配式型钢混凝土剪力墙的骨架曲线试验结果与有限元模拟结果基本吻合,二者具有较好的一致性,表明研究的数值模型可以较为准确地对装配式型钢混凝土剪力墙的受力特征进行模拟,结果具有可靠性。In order to investigate the seismic performance of prefabricated steel reinforced concrete shear wall specimens,this study simulates the skeleton curve of prefabricated steel reinforced concrete shear wall specimens under horizontal low cyclic loading using ABAQUS analysis software,and compares with the test results.The research results show that in the process of positive and negative horizontal low cyclic loading,the skeleton curve test results of the prefabricated steel reinforced concrete shear wall are basically consistent with the finite element simulation results,indicating that the numerical model in this paper can accurately simulate the mechanical characteristics of the prefabricated steel reinforced concrete shear wall and that the results are reliable.

关 键 词：装配式 型钢混凝土 剪力墙 有限元模拟 抗震性能 

分 类 号：TU398.2[建筑科学—结构工程] TU352.11