四川轻化工大学学报（自然科学版）2026，Vol.39Issue(1)：98-108,11.DOI:10.11863/j.suse.2026.01.11
拉结式双钢板剪力墙抗剪性能有限元分析
Finite Element Analysis of Shear Resistance of Tied Double Steel Plate Shear Walls
摘要
Abstract
To investigate the shear bearing capacity performance of tie-connected double steel plate shear walls under different parameters under loading,the concrete damage plasticity factor is introduced,and four sets of test models are established using the ABAQUS finite element software,with the reliability of the models verified.On this basis,the load-displacement curves,stress nephograms,and displacement nephograms under different concrete strengths,steel plate strengths,steel plate thicknesses,and types of tie members are obtained,a comparative analysis is conducted on indicators such as yield load and yield displacement under the same parameters with different variables,and the ultimate displacement of the specimens is calculated simultaneously.The comparative analysis with the basic specimen shows that as the concrete strength increases,the bearing capacity of the specimen gradually improves while its deformation capacity gradually decreases;with the increase in steel plate strength,both the structural bearing capacity and deformation capacity are enhanced,but in the elastic stage,it has a little impact on the initial lateral stiffness of the model;the type of tie member has a minor influence on the initial lateral stiffness of the model,and compared with other types of tie members,the stud results in a significant improvement in structural mechanical performance with the ultimate displacement increasing by 205.78%,the yield displacement by 56.94%,and the yield load by 52.33%;for different steel plate thicknesses,the difference in peak displacement is small,and considering both economy and mechanical performance,a 6 mm steel plate is recommended.The research findings of this paper can provide certain reference for the design of double steel plate shear walls.关键词
双钢板剪力墙/抗剪承载力/混凝土损伤塑性因子/参数分析/数值分析Key words
double steel plate shear wall/shear bearing capacity/concrete damage plasticity factor/parameter analysis/numerical analysis分类
建筑与水利引用本文复制引用
张煊铭,陈金彤..拉结式双钢板剪力墙抗剪性能有限元分析[J].四川轻化工大学学报（自然科学版）,2026,39(1):98-108,11.基金项目
河南省高等学校重点科研项目(24B560020) （24B560020）
