中文核心期刊
CSCD来源期刊
中国科技核心期刊
RCCSE中国核心学术期刊

重庆交通大学学报(自然科学版) ›› 2019, Vol. 38 ›› Issue (12): 45-50.DOI: 10.3969/j.issn.1674-0696.2019.12.06

• 桥梁与隧道工程 • 上一篇    下一篇

全装配式钢-混凝土组合构件抗剪性能试验研究

曾德子1,杨未蓬2,高燕梅2,3,李成君4   

  1. (1. 广东省长大公路工程有限公司,广东 广州 510620; 2. 重庆交通大学 土木工程学院,重庆 400074; 3. 重庆交通大学 山区桥梁与隧道工程国家重点实验室培育基地,重庆 400074: 4. 四川交通职业技术学院,四川 成都 611130)
  • 收稿日期:2018-07-12 修回日期:2018-12-21 出版日期:2019-12-21 发布日期:2019-12-24
  • 作者简介:曾德子(1977—),男,广东丰顺人,高级工程师,主要从事高速公路施工与管理方面的工作。E-mail:719643065@qq.com。 通信作者:高燕梅(1974—),女,四川宜宾人,副教授,主要从事钢-混凝土组合结构方面的研究。E-mail:lg2345@163.com。
  • 基金资助:
    国家自然科学基金项目(51308571);交通运输部应用基础研究基金项目(2013319814040)

Experimental Study on Shearing Resistance of Fully Assembled Steel-Concrete Composite Structures

ZENG Dezi1, YANG Weipeng2, GAO Yanmei2,3, LI Chengjun4   

  1. (1. Guangdong Changda Highway Engineering Co. Ltd., Guangzhou 510620, Guangdong, P. R. China; 2. School of Civil Engineering, Chongqing Jiaotong University, Chongqing 400074, P. R. China; 3. State Key Laboratory Cultivation Base of Mountain Bridge and Tunnel Engineering, Chongqing Jiaotong University, Chongqing 400074, P. R. China; 4. Sichuan Vocational and Technical College of Communications, Chengdu 611130, Sichuan, P. R. China)
  • Received:2018-07-12 Revised:2018-12-21 Online:2019-12-21 Published:2019-12-24

摘要: 为探索全装配式剪力钉(PCSS)的力学性能,设计了大比例PCSS剪力连接构件并进行推出试验。试验结果表明:大比例PCSS剪力连接件分3阶段受力,①弹性阶段:当0<P≤0.5Pu时,PCSS剪力钉荷载-滑移曲线斜率保持不变,滑移按直线变化,表明构件处于弹性阶段受力,抗剪刚度保持不变;②弹塑性阶段:当0.5Pu<P≤0.8Pu时,PCSS剪力钉荷载-滑移曲线斜率不断减小,表明构件处于弹塑性阶段受力,抗剪刚度减小;③破坏阶段:当P>0.8Pu时,曲线变化平缓,构件在荷载作用下界面上产生了较大的滑移,加速构件破坏,直到栓钉剪断,试验停止。当大、小构件进行力学性能比较时,小构件的受力性能较大构件好,但是实际情况中PCSS剪力连接件多表现为大比例构件形式,大构件考虑尺寸效应和群钉效应影响因素更能模拟出栓钉的实际受力状态。并依据现有剪力钉计算方法,推荐了PCSS剪力钉的适用极限承载力计算公式。

关键词: 桥梁工程, 钢-混组合结构, 全装配式施工, 剪力钉, 抗剪试验, 荷载-滑移曲线

Abstract: In order to explore the mechanical properties of PCSS, large-scale PCSS shear connection members were designed and tested. The test results show that large-scale PCSS shear connectors are stressed in three stages. ①In the elastic stage: 0<P≤0.5Pu, the slope of load-slip curve of PCSS shear studs remains unchanged and the slip changes in a straight line, which indicates that the member is in the elastic phase of stress and the shear stiffness remains unchanged. ②In elastic-plastic stage: 0.5Pu<P≤0.8Pu, the slope of the load-slip curve of the PCSS shear studs is continuously decreasing, which indicates that the member is in the elastoplastic stage of stress and the shear stiffness is reduced. ③In destruction stage: P>0.8Pu, the curve changes smoothly, which indicates that the interface of the component has a large slip under the action of load, which accelerates the failure of the component until the bolt is cut off and the test stops. When the mechanical properties of large and small components are compared, the mechanical properties of the small components are better. However, in practical cases, the PCSS shear connectors are mostly in the form of large-scale components. The actual stress state of studs can be better simulated by considering the influence factors of the size effect and group nail effect of large members. According to the existing calculation method of shear studs, the calculation formula of the applicable ultimate bearing capacity of the PCSS shear studs is recommended.

Key words: bridge engineering, steel-concrete composite structure, fully assembled construction, shear studs, shear resistance test, load-slip curve

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