Research on Compression-Bending Behavior of Multi-Ribbed Composite Shear Walls with CFST Columns

ZHU Qian; LIU Shiyao; WANG Su; HU Jiayuan; FENG Zhendong; NI Zhaoyang

doi:10.16058/j.issn.1005-0930.2025.02.010

Journal of Basic Science and Engineering > 2025 > 33(2): 409-421. > DOI: 10.16058/j.issn.1005-0930.2025.02.010

ZHU Qian, LIU Shiyao, WANG Su, HU Jiayuan, FENG Zhendong, NI Zhaoyang. Research on Compression-Bending Behavior of Multi-Ribbed Composite Shear Walls with CFST Columns[J]. Journal of Basic Science and Engineering, 2025, 33(2): 409-421. DOI: 10.16058/j.issn.1005-0930.2025.02.010

Citation:

PDF (3862 KB)

Research on Compression-Bending Behavior of Multi-Ribbed Composite Shear Walls with CFST Columns

1. School of Civil Engineering, Chang'an University, Xi'an 710061, China;
2. Infrastructure Department, Chang'an University, Xi'an 710064, China

More Information

Received Date: February 05, 2023
Revised Date: September 26, 2023

Graphical Abstract

Abstract

Abstract

An innovative multi-ribbed composite shear walls with concrete filled steel tubular (CFST) columns was presented as anti-lateral force component in prefabricated buildings.In order to study the compression-bending behavior,calculation formulas in cracking,yielding,peak-loading,and ultimate-loading state were established based on the assumption of plane section,by integrating the material constitutive model and the force mechanism in various states,as well as introducing the graphical coefficients equivalent rectangular stress.The manifestation of theoretical models and relevant building codes in predicting the bearing capacities were contrastively analyzed.ABAQUS software was carried out the numerical simulation of such composite walls.The degradation verification of the calculation method was conducted by combining with existing test data,which revealed that the proposed formula can accurately predict the compression-bending capacity at all stages,and the theoretical values are in better agreement with the experimental results.The positive and negative deviation exceeds 30% on account of the design codes,while the established formulas can reasonably describe the actual bearing capacity.Comparing with the numerical results,the theoretical model accuracy and the finite element model reliability are verified.Finally,the main factors influencing the compression-bending formula were discussed.It indicates that the bearing capacity and deformability enhance with increasing steel stirrup ratio and properly restraining axial compression ratio and aspect ratio.Among key parameters,the steel stirrup ratio has the most significant effect on compression-bending performance.

FullText(HTML)

References (34)

References

[1]	孙静,吴君怡,赵秀丽.高温后密肋复合墙体框格单元损伤[J].清华大学学报(自然科学版),2022,62(2):285-293 Sun Jing,Wu Junyi,Zhao Xiuli.Damage of multi-ribbed composite wall cell after high temperatures[J].Journal of Tsinghua University (Science & Technology),2022,62(2):285-293
[2]	Lin Qiang,Li Shengcai,Zhu Yongfu.Analysis of hysteresis rule of energy-saving block and invisible multi-ribbed frame composite wall[J].Structural Engineering & Mechanics,2021,77(2):261-272
[3]	袁泉,董嘉林,朱洪磊.装配式钢管密肋保温复合墙体抗震性能试验研究[J].湖南大学学报(自然科学版),2021,48(3):88-98 Yuan Quan,Dong Jialin,Zhu Honglei.Experimental study on the seismic behavior of precast steel tube multi-ribbed thermal insulation composite wall[J].Journal of Hunan University (Natural Sciences),2021,48(3):88-98
[4]	袁泉,赵媛媛,宗明奇,等.装配式型钢斜交密肋复合墙抗震性能试验研究[J].建筑结构学报,2019,40(11):122-130 Yuan Quan,Zhao Yuanyuan,Zong Mingqi,et al.Experimental study on seismic behavior of precast shape steel oblique multi-ribbed composite wall[J].Journal of Building Structures,2019,40(11):122-130
[5]	刘佩,郭猛,李挺,等.轻钢龙骨框格密肋复合墙体抗震性能试验研究[J].工程力学,2012,29(1):128-133 Liu Pei,Guo Meng,Li Ting,et al.Experimental investigation on seismic behavior of multi-grid composite wall reinforced by light steel[J].Engineering Mechanics,2012,29(1):128-133
[6]	何明胜,黄炜,石磊.型钢混凝土边框柱复合墙体抗震性能试验研究[J].地震工程与工程振动,2013,33(1) :73-81 He Mingsheng,Huang Wei,Shi Lei.Experimental study on seismic behavior of multi-ribbed composite wall with steel reinforcement concrete frame column[J].Journal of Earthquake Engineering and Engineering Vibration,2013,33(1):73-81
[7]	Yan Jiabao,Yan Yanyan,Wang Tao.Cyclic tests on novel steel-concrete-steel sandwich shear walls with boundary CFST columns[J].Journal of Constructional Steel Research,2020,164:105760
[8]	熊枫,黄炎生,周靖,等.装配式内置双钢套管混凝土组合剪力墙的抗震性能试验研究[J].土木工程学报,2021,54(4):8-17 Xiong Feng,Huang Yansheng,Zhou Jing,et al.Experimental study on seismic performance of precast concrete composite shear walls embedded with high-strength concrete-filled double steel tube[J].China Civil Engineering Journal,2021,54(4):8-17
[9]	朱倩,蒋永杰,岳旭鹏,等.钢管RPC边框密肋复合剪力墙抗剪性能[J].建筑科学与工程学报,2020,37(5):142-150 Zhu Qian,Jiang Yongjie,Yue Xupeng,et al.Shear behavior of multi-ribbed composite shear walls with RPC filled steel tubular columns[J].Journal of Architecture and Civil Engineering,2020,37(5):142-150
[10]	朱倩,岳旭鹏,蒋永杰,等.钢管RPC边框密肋复合剪力墙轴压性能研究[J].建筑科学,2021,37(9):24-32 Zhu Qian,Yue Xupeng,Jiang Yongjie,et al.Research on axial compression performance of multi-ribbed composite shear walls with RPC filled steel tubular columns[J].Building Science,2021,37(9):24-32
[11]	姚谦峰,黄炜,田洁,等.密肋复合墙体受力机理及抗震性能试验研究[J].建筑结构学报,2004,25(6):67-74 Yao Qianfeng,Huang Wei,Tian Jie,et al.Experimental analyses of mechanical characteristics and seismic performance of multi-ribbed panel wall[J].Journal of Building Structures,2004,25(6):67-74
[12]	陈涛,肖从真,田春雨,等.高轴压比钢-混凝土组合剪力墙压弯性能试验研究[J].土木工程学报,2011,44(6):1-7 Chen Tao,Xiao Congzhen,Tian Chunyu,et al.Experimental study of the compression-bending behavior of composite shear walls of high axial compression ratios[J].China Civil Engineering Journal,2011,44(6):1-7
[13]	楚留声,刘静,赵军.部分钢纤维增强高强混凝土剪力墙正截面承载力计算[J].应用基础与工程科学学报,2021,29(1):147-160 Chu Liusheng,Liu Jing,Zhao Jun.Normal section bearing capacity of partial steel fiber reinforced high strength concrete shear wall[J].Journal of Basic Science and Engineering,2021,29(1):147-160
[14]	白亮,谢鹏飞,周天华,等.钢管约束高强混凝土剪力墙压弯承载力及截面变形能力设计方法研究[J].工程力学,2017,34(11):175-183 Bai Liang,Xie Pengfei,Zhou Tianhua,et al.Study on design method of axial force-moment capacity and sectional deformation capacity of steel tube confined high-strength concrete shear walls[J].Engineering Mechanics,2017,34(11):175-183
[15]	李斌,黄炜.装配整体式网格剪力墙压弯承载力计算方法[J].工程力学,2020,37(5):178-189 Li Bin,Huang Wei.The compression-bending capacity calculation of monolithic precast grid shear wall[J].Engineering Mechanics,2020,37(5):178-189
[16]	张程华,邱继生,侯丕吉,等.中高层生态复合墙体正截面压弯承载力分析[J].水利与建筑工程学报,2017,15(2):144-150 Zhang Chenghua,Qiu Jisheng,Hou Piji,et al.Analysis of compression bending capability of normal section for middle-high ecological composite wall[J].Journal of Water Resources and Architectural Engineering,2017,15(2):144-150
[17]	侯和涛,程积润,曲哲,等.钢管混凝土边缘约束叠合剪力墙抗震试验研究[J].湖南大学学报(自然科学版),2017,44(5):27-36 Hou Hetao,Cheng Jirun,Qu Zhe,et al.Experimental study on the seismic behavior of concrete filled tube-confined sandwich shear walls[J].Journal of Hunan University (Natural Sciences),2017,44(5):27-36
[18]	尤培波,高丹盈,张丽娟,等.钢管混凝土边框钢纤维混凝土中高剪力墙受弯承载力计算方法[J].建筑结构学报,2021,42(2):58-70 You Peibo,Gao Danying,Zhang Lijuan,et al.Calculation method for bending capacity of steel fiber reinforced concrete mid-rise shear wall with concrete-filled steel tubular columns[J].Journal of Building Structures,2021,42(2):58-70
[19]	Jia Suizi,Cao Wanlin,Yuan Quan.An experimental study of frame-supported multi-ribbed composite walls[J].Advances in Structural Engineering,2015,18(4):497-511
[20]	张锡治,张玉鑫,张群礼,等.密肋砂加气复合墙抗震性能试验及刚度分析[J].天津大学学报(自然科学与工程技术版),2021,54(7):719-727 Zhang Xizhi,Zhang Yuxin,Zhang Qunli,et al.Experimental study of seismic behavior and stiffness analysis of multi-ribbed sand aerated composite walls[J].Journal of Tianjin University(Science and Technology),2021,54(7):719-727
[21]	Wu Xinghuang,Hao Jiping,Tian Weifeng,et al.Cyclic tests and performance of weak-axis connected uncoupled and coupled steel plate shear wall with novel infill plate configuration[J].Thin-Walled Structures,2022,178:109331
[22]	徐培福,黄吉锋,陈富盛.近50年剪力墙结构震害及其对抗震设计的启示[J].建筑结构学报,2017,38(3):1-13 Xu Peifu,Huang Jifeng,Chen Fusheng.Earthquake damages to shear wall structure in last fifty years and seismic design enlightenment[J].Journal of Building Structures,2017,38(3):1-13
[23]	韩林海.钢管混凝土结构—理论与实践(第二版)[M].北京:科学出版社,2007:66-105 Han Linhai.Concrete filled steel tubular Structures—Theory and practice (Second Edition)[M].Beijing:Science Press,2007:66-105
[24]	党争,梁兴文,邓明科,等.局部采用纤维增强混凝土剪力墙压弯性能研究[J].工程力学,2015,32(2):120-130 Dang Zheng,Liang Xingwen,Deng Mingke,et al.The compression-bending behavior of shear wall with fiber-reinforced concrete in bottom region[J].Engineering Mechanics,2015,32(2):120-130
[25]	方小丹,李青,韦宏,等.钢管高强混凝土剪力墙压弯性能试验研究[J].建筑结构学报,2013,34(8):72-81 Fang Xiaodan,Li Qing,Wei Hong,et al.Experimental study on axial-flexural behavior of shear walls with steel tube-confined high performance concrete[J].Journal of Building Structures,2013,34(8):72-81
[26]	钱稼茹,江枣,纪晓东.高轴压比钢管混凝土剪力墙抗震性能试验研究[J].建筑结构学报,2010,31(7):40-48 Qian Jiaru,Jiang Zao,Ji Xiaodong.Experimental study on seismic behavior of steel tube-reinforced concrete composite shear walls with high axial compression load ratio[J].Journal of Building Structures,2010,31(7):40-48
[27]	高层建筑混凝土结构技术规程:JGJ 3—2010[S].北京:中国建筑工业出版社,2010 Technical specification for concrete structures of tall building:JGJ 3—2010[S].Beijing:China Architecture & Building Press,2010
[28]	密肋复合板结构技术规程:JGJ/T 275—2013[S].北京:中国建筑工业出版社,2013 Technical specification for multi-ribbed composite panel structures:JGJ/T 275—2013[S].Beijing:China Architecture & Building Press,2013
[29]	曹万林,王敏,王绍合,等.矩形钢管混凝土边框组合剪力墙及筒体结构抗震研究[J].工程力学,2008,25(增1):58-70 Cao Wanlin,Wang Min,Wang Shaohe,et al.Seismic research of composite shear wall and core walls with rectangular concrete filled steel tube columns[J].Engineering Mechanics,2008,25(S1):58-70
[30]	过镇海,时旭东.钢筋混凝土原理和分析[M].北京:清华大学出版社,2003 Guo Zhenhai,Shi Xudong.Reinforced concrete theory and analyse[M].Beijing:Tsinghua University Press,2003
[31]	霍利娟.现砌加强肋生态复合墙体压弯承载力研究[D].西安：西安建筑科技大学,2013 Huo Lijuan.Analysis on compression-bending capacity of Now Build Stiffening Ribs Ecological Composite Wall[D].Xi’an:Xi’an University of Architecture and Technology,2013
[32]	赵作周,贺小岗,杨光,等.高轴压比下钢管高强混凝土组合剪力墙抗震性能试验研究[J].建筑结构学报,2016,37(9):108-116 Zhao Zuozhou,He Xiaogang,Yang Guang,et al.Experimental study on seismic behavior of high-strength concrete filled steel tube composite shear walls under high axial compression ratio[J].Journal of Building Structures,2016,37(9):108-116
[33]	田英侠.密肋复合墙板受力性能试验研究与理论分析[D].西安:西安建筑科技大学,2002 Tian Yingxia.Experimental research and theory analysis on mechanical capacity of multi-ribbed composite wall[D].Xi’an:Xi’an University of Architecture and Technology,2002
[34]	姚谦峰,余晓峰,张荫,等.低周反复荷载下再生混凝土密肋复合墙体抗震性能试验研究[J].建筑结构学报,2009,30(增2):1-6 Yao Qianfeng,Yu Xiaofeng,Zhang Yin,et al.Mechanical characteristics and seismic performance of multi-rib slab wall[J].Journal of Building Structures,2009,30(S2):1-6

Cited By

Get Citation

PDF

XML

Article views (19) PDF downloads (4)

Turn off MathJax

Article Contents

Abstract

References

Research on Compression-Bending Behavior of Multi-Ribbed Composite Shear Walls with CFST Columns

Abstract

References

Catalog

Export File

Citation

Format

Content