配钢率对型钢混凝土异形柱抗震性能的影响分析

刘祖强, 周昕, 薛建阳, 周超锋, 赵林

刘祖强, 周昕, 薛建阳, 周超锋, 赵林. 配钢率对型钢混凝土异形柱抗震性能的影响分析[J]. 工程力学, 2020, 37(6): 165-173. DOI: 10.6052/j.issn.1000-4750.2019.08.0454
引用本文: 刘祖强, 周昕, 薛建阳, 周超锋, 赵林. 配钢率对型钢混凝土异形柱抗震性能的影响分析[J]. 工程力学, 2020, 37(6): 165-173. DOI: 10.6052/j.issn.1000-4750.2019.08.0454
LIU Zu-qiang, ZHOU Xin, XUE Jian-yang, ZHOU Chao-feng, ZHAO Lin. INFLUENCE OF STEEL RATIO ON SEISMIC PERFORMANCE OF STEEL REINFORCED CONCRETE SPECIAL-SHAPED COLUMN[J]. Engineering Mechanics, 2020, 37(6): 165-173. DOI: 10.6052/j.issn.1000-4750.2019.08.0454
Citation: LIU Zu-qiang, ZHOU Xin, XUE Jian-yang, ZHOU Chao-feng, ZHAO Lin. INFLUENCE OF STEEL RATIO ON SEISMIC PERFORMANCE OF STEEL REINFORCED CONCRETE SPECIAL-SHAPED COLUMN[J]. Engineering Mechanics, 2020, 37(6): 165-173. DOI: 10.6052/j.issn.1000-4750.2019.08.0454

配钢率对型钢混凝土异形柱抗震性能的影响分析

基金项目: 

国家自然科学基金项目(51308444);陕西省创新人才推进计划项目(2019TD-029,2019KJXX-018);陕西省自然科学基础研究基金项目(2018JM5124)

详细信息
    作者简介:

    刘祖强: 周昕(1993-),男,山西太原人,硕士生,主要从事型钢混凝土异形柱结构抗震性能研究(E-mail:312162833@qq.com);薛建阳(1970-),男,河南洛阳人,教授,工学博士,博导,主要从事钢与混凝土组合结构、古建筑木结构及工程结构抗震研究(E-mail:jianyang_xue@163.com);周超锋(1989-),男,河南巩义人,讲师,工学博士,主要从事型钢混凝土异形柱结构抗震性能研究((E-mail:zhouchaofeng163@163.com);赵林(1982-),男,陕西西安人,工程师,工学硕士,主要从事高层抗震设计研究((E-mail:350964602@qq.com).

  • 中图分类号: TU398.2

INFLUENCE OF STEEL RATIO ON SEISMIC PERFORMANCE OF STEEL REINFORCED CONCRETE SPECIAL-SHAPED COLUMN

  • 摘要: 设计了16个型钢混凝土异形柱试件,包括L形柱、沿腹板加载的T形柱、沿翼缘加载的T形柱和十形柱各4个,采用试验研究和有限元模拟相结合的方法分析配钢率对试件抗震性能的影响,得到了试件的破坏形态及滞回曲线、骨架曲线、承载力、延性、刚度、耗能能力等性能指标。结果表明:剪跨比为2.5的试件在低周反复荷载作用下发生弯曲破坏,配钢率对试件破坏形态的影响较小,但配钢率增大能够抑制混凝土裂缝的开展,延缓试件的破坏;试件的滞回曲线饱满、对称,延性好,耗能能力强,刚度退化先快后慢;随着配钢率增大,试件的滞回环面积越来越大,承载力显著提高,延性明显改善,刚度退化变缓,但耗能能力变化较小。
    Abstract: Sixteen steel reinforced concrete special-shaped column specimens were designed, including four L-shaped columns, four T-shaped columns loaded along the web, four T-shaped columns loaded along the flange, and four cross-shaped columns. The influence of steel ratio on seismic performance of a steel reinforced concrete special-shaped column was analyzed by using tests and finite element analysis. The failure patterns and seismic behaviors, such as hysteretic loops, skeleton curves, strength, ductility, stiffness and energy dissipation capacity, were obtained. The research results show that the failure pattern of all tested specimens with a shear span ratio of 2.5 was flexural failure. The influence of steel ratio on the failure pattern of specimens is not obvious, but as the steel ratio increasing, the cracking of the concrete can be inhibited and the damage of the specimens can be delayed. The hysteretic loops were symmetric and plump. The ductility and energy dissipation capacity were good, and the stiffness degenerated from fast to slowly. With the increase of steel ratio, the area of hysteretic loops becomes larger and larger, the bearing capacity and ductility are significantly improved, and the speed of stiffness degradation slows down. But the steel ratio has no significant influence on the energy dissipation capacity of specimens.
  • [1] 薛建阳, 陈宗平, 赵鸿铁. 型钢混凝土异形柱结构的性能、设计方法及其工程应用[M]. 北京:中国建筑工业出版社, 2011:1-2. Xue Jianyang, Chen Zongping, Zhao Hongtie. The performance, designing method and engineering application of steel reinforced concrete special-shaped column structure[M]. Beijing:China Architecture & Building Press, 2011:1

    -2. (in Chinese)

    [2]

    Xue J Y, Zhou C F, Liu Z Q, et al. Seismic response of steel reinforced concrete spatial frame with irregular section columns under earthquake excitation[J]. Earthquakes and Structures, 2018, 14(4):337-347.

    [3] 徐亚丰, 丁彧, 常占东, 等. 十字形截面钢骨混凝土异形柱单向偏压试验[J]. 沈阳建筑大学学报(自然科学版), 2008, 24(4):557-561. Xu Yafeng, Ding Yu, Chang Zhandong, et al. Experiment and study of eccentric load for steel reinforced concrete special-shaped columns[J]. Journal of Shenyang Jianzhu University (Natural Science), 2008, 24(4):557-561. (in Chinese)
    [4]

    Tokgoz, S, Dundar, C. Test of eccentrically loaded L-shaped section steel fiber high strength reinforced concrete and composite columns[J]. Engineering Structure, 2012, 38(5):134-141.

    [5] 李哲, 张小锋, 郭增玉, 等. 钢骨混凝土T形截面短柱力学性能的试验研究[J]. 土木工程学报, 2007, 40(1):1-5.

    Li Zhe, Zhang Xiaofeng, Guo Zengyu, et al. Experimental study on the mechanical property of steel reinforced concrete short columns of T-shaped cross-section[J]. China Civil Engineering Journal, 2007, 40(1):1-5. (in Chinese)

    [6] 陈宗平, 薛建阳, 赵鸿铁, 等. 型钢混凝土异形柱抗震性能试验研究[J]. 建筑结构学报, 2007, 28(3):53-61.

    Chen Zongping, Xue Jianyang, Zhao Hongtie, et al. Experimental study on seismic behavior of steel reinforced concrete special-shaped columns[J]. Journal of Building Structures, 2007, 28(3):53-61. (in Chinese)

    [7] 张波, 方林, 金国芳, 等. 实腹式型钢混凝土异形柱抗震性能试验及参数分析[J]. 同济大学学报(自然科学版), 2015, 43(9):1301-1307. Zhang Bo, Fang Lin, Jin Guofang, et al. Experimental study and parametric analysis on seismic behavior of solid-web steel reinforced concrete cross-shaped column[J]. Journal of Tongji University (Natural Science), 2015, 43(9):1301-1307. (in Chinese)
    [8] 刘祖强, 薛建阳, 韩琛, 等. 实腹式型钢混凝土T形柱抗震性能试验研究[J].工程力学, 2018, 35(5):17-26.

    Liu Zuqiang, Xue Jianyang, Han Chen, et al. Experimental study on aseismic performance of solid steel reinforced concrete T-shaped column[J]. Engineering Mechanics, 2018, 35(5):17-26. (in Chinese)

    [9] 周超锋. 型钢混凝土异形柱及其框架的地震损伤性能研究[D]. 西安:西安建筑科技大学, 2019:19-20. Zhou Chaofeng. Research on seismic damage for steel reinforced concrete irregular section column and frame with irregular section columns[D]. Xi'an:Xi'an University of Architecture and Technology, 2019:19

    -20. (in Chinese)

    [10]

    Mazzoni S, Mckenna F, Scott M H, et al. OpenSees command language manual[M]. Pacific Earthquake Engineering Research (PEER) Centre, 2011.

    [11]

    Scott B, Park R, Priestley M. Stress-strain behavior of concrete confined by overlapping hoops at low and high strain rates[C]. ACI Journal Proceedings, ACI, 1982.

    [12]

    Xiao Y. Experimental methods for seismic simulation of structural columns:state-of-the-art review and introduction of new multiuse structural testing system[J]. Journal of Structural Engineering, 2019, 145(3):04018269.

    [13]

    Nie J G, Qin K, Cai C S. Seismic behavior of connections composed of CFSSTCs and steel-concrete composite beams:finite element analysis[J]. Journal of Constructional Steel Research, 2008, 64(6):680-688.

    [14] 李义柱, 曹双寅, 许鹏杰, 等. 600 MPa级钢筋混凝土柱抗震性能试验研究[J]. 工程力学, 2018, 35(11):181-189.

    Li Yizhu, Cao Shuangyin, Xu Pengjie, et al. Experimental study on aseismic behavior of reinforced concrete columns with grade 600 MPa steel bars[J]. Engineering Mechanics, 2018, 35(11):181-189. (in Chinese)

    [15]

    Tao M X, Fan J S, Nie J G. Seismic behavior of steel reinforced concrete column-steel truss beam hybrid joints[J]. Engineering Structures, 2013, 56:1557-1569.

    [16] 杨参天, 解琳琳, 李爱群, 等. 足尺空腔式RC框架柱抗震性能试验研究[J]. 工程力学, 2019, 36(6):60-69.

    Yang Cantian, Xie Linlin, Li Aiqun, et al. Experimental study on seismic performance of full-scale reinforced concrete frame hollow columns[J]. Engineering Mechanics, 2019, 36(6):60-69. (in Chinese)

    [17]

    Chen Z P, Xu J J, Xue J Y. Hysteretic behavior of special shaped columns composed of steel and reinforced concrete (SRC)[J]. Earthquake Engineering and Engineering Vibration, 2015, 14(2):329-35.

  • 期刊类型引用(8)

    1. 张秀芳,张驰,刘瑞强. 型钢UHTCC短柱的抗震性能研究. 工程力学. 2023(05): 125-139 . 本站查看
    2. 张宇本,周明荣,罗志敏. 型钢-混凝土组合柱的抗震性能及其影响因素研究. 工程抗震与加固改造. 2023(05): 1-10 . 百度学术
    3. 方林,李承铭,杨敏. 型钢混凝土十字形异形柱正截面承载力计算方法. 水利与建筑工程学报. 2023(05): 163-170 . 百度学术
    4. 伍凯,刘晓艺,陈峰,林诗琪,徐超. 不同荷载条件下型钢-钢纤维混凝土组合结构的界面失效机理研究. 工程力学. 2021(02): 110-121 . 本站查看
    5. 刘祖强,陈炜灿,毛冬旭,薛建阳. 型钢混凝土异形柱框架空间受力性能分析. 工程力学. 2021(07): 120-132+158 . 本站查看
    6. 莫琳琳,陈宗平,徐定一. 型钢混凝土L形截面柱压弯剪扭的抗震性能. 土木工程学报. 2021(09): 66-78 . 百度学术
    7. 何尧琼,张品乐,贾毅,陶忠,刘俊雄,张淦. 高强钢筋高强混凝土短肢剪力墙抗震性能试验研究与数值模拟分析. 地震工程与工程振动. 2021(05): 238-248 . 百度学术
    8. 王琨,徐冠普,李新宇,时金雨. 型钢活性粉末混凝土柱抗震性能研究综述. 山西建筑. 2021(24): 28-29+33 . 百度学术

    其他类型引用(9)

计量
  • 文章访问数:  329
  • HTML全文浏览量:  57
  • PDF下载量:  51
  • 被引次数: 17
出版历程
  • 收稿日期:  2019-08-09
  • 修回日期:  2019-11-20
  • 刊出日期:  2020-06-13

目录

    /

    返回文章
    返回