连接件对钢板混凝土组合墙轴压性能影响试验

刘阳冰; 王爽; 刘晶波; 曹天峰

doi:10.13204/j.gyjzG20081704

连接件对钢板混凝土组合墙轴压性能影响试验

doi: 10.13204/j.gyjzG20081704

1. 南阳理工学院土木工程学院, 河南南阳 473004;
2. 清华大学土木工程系, 北京 100084;
3. 重庆大学土木工程学院, 重庆 400045

基金项目:

河南省高等学校重点科研资助项目(16B560005)。

大型先进压水堆核电站国家科技重大专项CAP1400安全评审技术及独立验证试验(2010ZX06002-10)

详细信息

作者简介:
刘阳冰,女,1979年出生,博士,副教授。电子信箱:liuyangbing@tsinghua.org.cn

计量
- 文章访问数: 123
- HTML全文浏览量: 23
- PDF下载量: 1
- 被引次数: 0
出版历程
- 收稿日期: 2020-08-17
- 网络出版日期: 2022-07-25

Experimental Research on Effect of Shear Connectors on Mechanical Properties of Steel-Plate Concrete Composite Walls Under Axial Compression

1. College of Civil Engineering, Nanyang Institute of Technology, Nanyang 473004, China;
2. Department of Civil Engineering, Tsinghua University, Beijing 100084, China;
3. College of Civil Engineering, Chongqing University, Chongqing 400045, China

摘要

摘要: 为研究连接件形式不同对钢板混凝土组合墙受力和变形性能的影响,进行了4个双钢板混凝土组合墙试件(栓钉和对拉螺栓比例不同)的轴压试验和有限元数值模拟。结果表明:4个试件均为脆性破坏,除试件DSW-12外,破坏过程基本相同,均为外钢板屈服、面外局部屈曲、形成贯通屈曲,混凝土压碎,侧焊缝拉开,试件丧失承载力。钢板首次出现屈服或面外局部屈曲时对试件整体刚度影响不大。对拉螺栓的相对比例对双钢板混凝土组合墙的轴向受压刚度、承载力、钢板的局部屈曲荷载和破坏形态影响不大;但对面外局部变形有抑制作用。相同截面、距厚比试件,采用对拉螺栓的比例越高,破坏时钢板局部屈曲变形越小。
- 抗剪连接件 /
- 钢板混凝土组合墙 /
- 屈曲 /
- 轴压性能
Abstract: The effect of shear connectors on mechanical and deformation properties of steel-plate concrete composite walls subjected to axial compressive loading was studied through experiment and finite element numerical simulation. The testing program involved four composite wall specimens with different ratios (the number of studs-to-tie bars). The results showed that the four walls failed in a similar brittle failure mode characterized by compressive yielding of the steel plates, then outward local buckling of the steel plates, crushing of inner concrete, and failure of the weld, except for DSW-12. The yielding and outward local buckling of the steel plates had little influence on the stiffness of the walls. The relative proportion of the tie bar had little effect on the axial compressive stiffness, bearing capacity, local buckling load of steel plate, and failure mode, but the tie bar could restrain outward local deformation. With the same section and distance-to-thickness ratio, the higher the proportion of the tie bar, the smaller the outward local buckling deformation of the steel plate.
- shear connector /
- steel-plate concrete composite walls /
- buckling /
- mechanical properties under axial compression

HTML全文

参考文献(16)

[1]	刘阳冰,王爽,刘晶波,等.双钢板-混凝土组合墙局部屈曲性能试验[J].河海大学学报(自然科学版),2017,45(4):318-323.
[2]	潘蓉,吴婧姝,张心斌.钢板混凝土结构在核电工程中应用的发展状况[J].工业建筑,2014,44(12):1-7 ,67.
[3]	李小军,李晓虎,张慧颖.核岛结构双钢板混凝土组合剪力墙抗侧刚度[J].湖南大学学报(自然科学版),2017,44(11):55-65.
[4]	聂建国,陶慕轩,樊健生,等.双钢板-混凝土组合剪力墙研究新进展[J].建筑结构,2013,41(12):52-60.
[5]	刘阳冰,杨庆年,刘晶波,等.双钢板-混凝土剪力墙轴心受压性能试验研究[J].四川大学学报(工程科学版),2016,48(2):83-90.
[6]	夏登荣,陈丽华,吴晓枫,等.不同连接构造双钢板混凝土组合剪力墙试验研究[J].建筑结构,2019,49(14):36-41 ,79.
[7]	EPACKACHI S,NGUYEN N H,KURT E G,et al.In-plane seismic behavior of rectangular steel-plate composite wall piers[J].Journal of Structural Engineering,2015,141(7):1-9.
[8]	郝婷玥,曹万林.双钢板混凝土组合剪力墙轴压承载力研究[J].工程科学学报,2017,39(11):1765-1773.
[9]	张有佳,李小军,贺秋梅,等.钢板混凝土组合墙体局部稳定性轴压试验研究[J].土木工程学报,2016,49(1):62-68.
[10]	ZHANG K,VARMA A H,MALUSHTE S R,et al.Effect of shear connectors on local buckling and composite action in steel concrete composite walls[J].Nuclear Engineering and Design,2014,269(2):231-239.
[11]	中华人民共和国国家质量监督检验检疫总局.金属材料拉伸试验第1部分:室温试验方法:GB/T 228.1-2010[S].北京:中国标准出版社,2011:14-18,34.
[12]	中华人民共和国住房和城乡建设部.混凝土结构试验方法标准:GB/T 50152-2012[S].北京:中国建筑工业出版社,2012:9.
[13]	韩林海.钢管混凝土结构[M].北京:科学出版社,2004.
[14]	OLLGAARD J G,SLUTTER R G,FISHER J W.Shear strength of stud connectors in lightweight and normal-weight concrete[J].AISC Engineering,1971,8(4):55-64.
[15]	Standard New Zealand.Concrete Structure Standard:NZS 3101:2006[S].Wellington:SNZ,2006.
[16]	刘威.钢管混凝土局部受压时的工作机理研究[D].福州:福州大学,2005.