内置钢板组合剪力墙剪切性能研究  

RESEARCH ON THE SHEAR PERFORMANCE OF EMBEDDED STEEL PLATE COMPOSITE SHEAR WALLS

作　　者：杨腾 张海龙 YANG Teng;ZHANG Hailong(China JIKAN Research Institute of Engineering Investigations and Design,Co.,Ltd,Xi'an 710000,China;Xi'an Engineering Research Center of Building Construction Assessment and Reforcement,Xi'an 710043,China;Shaanxi Key Laboratory for the Property and Treatment of Special Soil and Rock,Xi'an 710043,China)

机构地区：[1]机械工业勘察设计研究院有限公司,西安710000 [2]西安市建筑检测鉴定与加固工程技术研究中心,西安710000 [3]陕西省特殊岩土性质与处理重点实验室,西安710000

出　　处：《低温建筑技术》2024年第7期97-101,共5页Low Temperature Architecture Technology

基　　金：陕西省科技创新团队(2024RS-CXTD-49);陕西省科技资源开放共享平台(2023-CX-PT-46);国机集团青年基金重点项目(QNJJ-ZD-2022-17)。

摘　　要：为研究带栓钉的内置钢板组合剪力墙抗剪性能及承载力变化规律,文中开展了4个带栓钉的内置钢板组合剪力墙抗剪试验,并通过ABAQUS有限元软件研究了不同约束边缘构件和不同型钢含钢率对剪力墙剪切性能的影响。研究结果表明:随着高宽比的减小,组合剪力墙由弯曲变形转向剪切变形转变,抗侧刚度和荷载值都有明显提高,但延性随之降低。随着边缘构件约束的增强,剪力墙各阶段的刚度和承载力提高很大,其变形能力也会相应提高。随着约束边缘构件含钢率的增加,剪力墙的极限承载力和变形能力也逐渐增强。This paper studiesthe shear performance and the variation patterns of bearing capacity of composite shear walls with embedded steel plates and shear studs.Additionally,the impact of different boundary restraint members and varying steel content in steel sections on the shear performance of the shear walls is investigated using ABAQUS finite element software.The research results indicate that as the aspect ratio decreases,the composite shear walls transition from flexural deformation to shear deformation,resulting in a noticeable increase in lateral stiffness and load-carrying capacity but a decrease in ductility.With the strengthening of boundary edge element constraints,the stiffness and load-carrying capacity of the shear walls significantly increase at each stage with a corresponding im⁃provement in deformation capacity.Furthermore,an increase in the steel content rate of the boundary edge elements gradually enhances the ultimate load-carrying capacity and deformation capacity of the shear walls.

关 键 词：组合剪力墙 内置钢板 约束边缘构件 剪切性能 

分 类 号：TU973.16[建筑科学—结构工程]