钢-混组合梁异位栓钉剪力键抗剪性能研究

马驰; 何家源; 陈天地; 邓勇灵; 任灿清; 金学军

doi:10.19713/j.cnki.43-1423/u.T20251529

您当前的位置：

首页 >

文章列表页 >

钢-混组合梁异位栓钉剪力键抗剪性能研究

桥梁隧道与结构 | 更新时间：2026-07-24

- 钢-混组合梁异位栓钉剪力键抗剪性能研究
- Shear performance of stud shear keys at different positions of steel-concrete composite beams
- 铁道科学与工程学报 2026年23卷第7期页码：3365-3377
- 作者机构：
  
  1.兰州交通大学土木工程学院，甘肃兰州 730070
  2.中铁二院工程集团有限责任公司，四川成都 610031
- 作者简介：
  
  马驰(1985—)，甘肃陇南人，副教授，博士，从事桥梁结构分析与设计理论研究；E-mail：machi0208244@163.com
- 基金信息：
  
  四川省自然科学基金资助项目(2022NSFSC0427);甘肃省重点研发计划-工业类项目资助(25YFGA051)
- DOI：10.19713/j.cnki.43-1423/u.T20251529
  中图分类号： TU398
- 收稿：2025-09-29，
  
  网络首发：2026-07-24，
  
  纸质出版：2026-07-28
- 稿件说明：
移动端阅览
马驰,何家源,陈天地等.钢-混组合梁异位栓钉剪力键抗剪性能研究[J].铁道科学与工程学报,2026,23(07):3365-3377.

MA Chi,HE Jiayuan,CHEN Tiandi,et al.Shear performance of stud shear keys at different positions of steel-concrete composite beams[J].Journal of Railway Science and Engineering,2026,23(07):3365-3377.
马驰,何家源,陈天地等.钢-混组合梁异位栓钉剪力键抗剪性能研究[J].铁道科学与工程学报,2026,23(07):3365-3377. DOI： 10.19713/j.cnki.43-1423/u.T20251529.

MA Chi,HE Jiayuan,CHEN Tiandi,et al.Shear performance of stud shear keys at different positions of steel-concrete composite beams[J].Journal of Railway Science and Engineering,2026,23(07):3365-3377. DOI： 10.19713/j.cnki.43-1423/u.T20251529.

摘要

为探究钢桁-混凝土组合梁的栓钉剪力键在不同位置上的抗剪性能，采用ABAQUS建立剪力键有限元模型，结合2组钢桁-混凝土组合梁栓钉剪力键试件推出试验验证数值模拟的可靠性；分析栓钉直径、长度及混凝土强度对不同位置处栓钉剪力键抗剪承载性能的影响，对比3种位置处进行各参数分析时结构应力、破坏形态的差异性，并探讨栓钉在3种位置时的优缺点；通过回归分析试验和模拟数据，建立不同位置处考虑剪力键影响的计算模型，并采用非线性拟合方法分析90 组有限元数据及试验数据，推出计入侧向钢板约束混凝土局部增强作用下的栓钉抗剪承载力计算公式。研究结果表明：增加侧向位置栓钉在一定程度上能使整体结构具备更高的极限抗剪承载能力，能有效提高结构抗剪切变形能力，增加结构延性，但只设置侧向位置栓钉的结构安全系数偏低，不考虑单独使用；3种位置处的栓钉抗剪承载力随着栓钉直径的增加而增加，但由于混凝土的强度限制，随着栓钉直径从19 mm增至22 mm，抗剪承载力增幅呈下降趋势。理论计算值与试验值吻合良好，可为钢桁-混凝土组合结构栓钉剪力键的设计提供参考依据。

Abstract

To investigate the shear performance of stud shear keys in steel truss-concrete composite beams at different locations

a finite element model of shear keys was established with ABAQUS software. Combining two sets of steel truss-concrete composite beam stud shear key specimens

the tests were launched to verify the reliability of the numerical simulation. Analyze the effects of bolt diameter

length and concrete strength on the shear load-bearing performance of stud shear keys at different locations

compare the differences in structural stress and failure patterns when analyzing parameters at three locations

and discuss the advantages and disadvantages of studs in the three locations. Through regression analysis of test and simulation data

a calculation model that considers the influence of shear keys at different locations was established. A nonlinear fitting method was used to analyze 90 sets of finite element data and test data. Then

this paper derived the calculation formula for the shear resistance capacity of the studs considering the local strengthening effect of the concrete due to the lateral steel plate constraint. The research results show that increasing the studs at the lateral position can improve the overall structure to have a higher ultimate shear capacity

effectively improve the shear deformation resistance capacity of the structure

and increase the ductility of the structure. However

the safety factor of the structure with only studs at the lateral position is relatively low and should not be used alone. The shear resistance capacity of the studs at the three positions increases as the increase of the stud diameter

but due to the strength limit of the concrete

the increase in the shear resistance capacity decreases as the stud diameter increases from 19 mm to 22 mm. The theoretical calculation values are in good agreement with the test values

which can provide a reference basis for the design of stud shear keys in steel truss-concrete composite structures.

关键词

Keywords

references

范亮 , 赵富裕 , 李鸿岩 . 装配式组合梁群钉剪力键剪切刚度试验研究 [J ] . 建筑钢结构进展 , 2022 , 24 ( 8 ): 28 - 34, 60 .

FAN Liang , ZHAO Fuyu , LI Hongyan . Experimental study on shear stiffness of group stud shear keys in prefabricated composite beams [J ] . Progress in Steel Building Structures , 2022 , 24 ( 8 ): 28 - 34, 60 .

马亚飞 , 胡涛 , 章拔超 , 等 . 双向荷载下组合剪力键的剪切机理及抗剪强度计算模型 [J ] . 土木与环境工程学报(中英文) , 2025 , 47 ( 3 ): 171 - 179 .

MA Yafei , HU Tao , ZHANG Bachao , et al . Shear mechanism and shear strength calculation of composite shear connectors under biaxial load [J ] . Journal of Civil and Environmental Engineering , 2025 , 47 ( 3 ): 171 - 179 .

周彪 . 承压型组合剪力键受剪性能试验与承载力计算 [D ] . 长沙 : 长沙理工大学 , 2022 .

ZHOU Biao . Shear performance test and bearing capacity calculation of compressive composite shear connector [D ] . Changsha : Changsha University of Science & Technology , 2022 .

周静雯 . 钢-UHPC组合结构栓钉剪力键抗剪性能分析与试验研究 [D ] . 西安 : 长安大学 , 2022 .

ZHOU Jingwen . Analysis and experimental study on shear behaviour of stud connectors in steel-UHPC composite structure [D ] . Xi’an : Chang’an University , 2022 .

黄海新 , 张登科 , 程寿山 . 钢-UHPC组合梁高强螺栓剪力键抗剪性能试验研究 [J ] . 重庆交通大学学报(自然科学版) , 2022 , 41 ( 8 ): 73 - 78 .

HUANG Haixin , ZHANG Dengke , CHENG Shoushan . Experimental study on shear resistance of high strength bolt shear key of steel UHPC composite beam [J ] . Journal of Chongqing Jiaotong University (Natural Science) , 2022 , 41 ( 8 ): 73 - 78 .

高燕梅 , 马飞 , 叶孝平 , 等 . 界面效应对PCSS剪力键滑移性能的影响实验研究 [J ] . 实验技术与管理 , 2023 , 40 ( 5 ): 42 - 49 .

GAO Yanmei , MA Fei , YE Xiaoping , et al . Experimental study on the influence of interface effect on the slip performance of PCSS shear connectors [J ] . Experimental Technology and Management , 2023 , 40 ( 5 ): 42 - 49 .

范亮 , 邬江红 , 谭阳 , 等 . 集束钉群装配式钢-混组合梁界面滑移特性研究 [J ] . 建筑结构 , 2022 , 52 ( 18 ): 86 - 91 .

FAN Liang , WU Jianghong , TAN Yang , et al . Research on interface slip properties of assembled steel-concrete composite beams with cluster nail groups [J ] . Building Structure , 2022 , 52 ( 18 ): 86 - 91 .

武芳文 , 冯彦鹏 , 戴君 , 等 . 钢-UHPC组合结构中栓钉剪力键力学性能研究 [J ] . 工程力学 , 2022 , 39 ( 2 ): 222 - 234, 243 .

WU Fangwen , FENG Yanpeng , DAI Jun , et al . Study on mechanical properties of stud shear connectors in steel-UHPC composite structures [J ] . Engineering Mechanics , 2022 , 39 ( 2 ): 222 - 234, 243 .

白英博 , 姚远 , 姚思羽 . 栓钉对组合钢梁承载力的影响研究 [J ] . 建筑结构 , 2021 , 51 ( S1 ): 1598 - 1601 .

BAI Yingbo , YAO Yuan , YAO Siyu . Study on the effect of pins on the load carrying capacity of combined steel beams [J ] . Building Structure , 2021 , 51 ( S1 ): 1598 - 1601 .

马亚飞 , 周彪 , 王磊 , 等 . 承压型组合剪力键剪切性能试验与承载力计算 [J ] . 工程力学 , 2023 , 40 ( 11 ): 120 - 129 .

MA Yafei , ZHOU Biao , WANG Lei , et al . Shear performance test and bearing capacity calculation of compressive composite shear connector [J ] . Engineering Mechanics , 2023 , 40 ( 11 ): 120 - 129 .

幸思佳 . 钢混结合段长列剪力钉模型试验分析 [D ] . 武汉 : 湖北工业大学 , 2011 .

XING Sijia . Study of model investigation of long list shear studs in steel-concrete composite structrue [D ] . Wuhan : Hubei University of Technology , 2011 .

于长江 . 钢-混组合结构复合剪力键力学行为研究 [D ] . 西安 : 长安大学 , 2022 .

YU Changjiang . Study on mechanical behavior of composite shear connectors in steel-concrete composite structure [D ] . Xi’an : Chang’an University , 2022 .

刘中良 , 陈俊 , 霍静思 . 装配式组合梁高强螺栓连接件抗剪性能试验研究 [J ] . 建筑结构 , 2017 , 47 ( 10 ): 65 - 70, 64 .

LIU Zhongliang , CHEN Jun , HUO Jingsi . Experimental study on shear behavior of high strength bolt connection for prefabricated composite beam [J ] . Building Structure , 2017 , 47 ( 10 ): 65 - 70, 64 .

李成君 , 周志祥 , 黄雅意 , 等 . 装配式组合梁剪力钉抗剪承载力研究 [J ] . 中国公路学报 , 2017 , 30 ( 3 ): 264 - 270 .

LI Chengjun , ZHOU Zhixiang , HUANG Yayi , et al . Research on shear resistance of shear studs in prefabricated composite beam [J ] . China Journal of Highway and Transport , 2017 , 30 ( 3 ): 264 - 270 .

中华人民共和国建设部 . 混凝土结构设计规范 : GB 50010—2002 [S ] . 北京 : 中国建筑工业出版社 , 2004 .

Ministry of Construction of the People’s Republic of China . Code for design of concrete structures : GB 50010—2002 [S ] . Beijing : China Architecture & Building Press , 2004 .

苏庆田 , 杜霄 , 李晨翔 , 等 . 钢与混凝土界面的基本物理参数测试 [J ] . 同济大学学报(自然科学版) , 2016 , 44 ( 4 ): 499 - 506 .

SU Qingtian , DU Xiao , LI Chenxiang , et al . Tests of basic physical parameters of steel-concrete interface [J ] . Journal of Tongji University (Natural Science) , 2016 , 44 ( 4 ): 499 - 506 .

中华人民共和国住房和城乡建设部 . 钢结构设计标准(附条文说明[另册]) : GB 50017—2017 [S ] . 北京 : 中国建筑工业出版社 , 2017 .

Ministry of Housing and Urban-Rural Development of the People’s Republic of China . Standard for design of steel structures : GB 50017—2017 [S ] . Beijing : China Architecture & Building Press , 2017 .

蔺钊飞 , 刘玉擎 , 贺君 . 焊钉连接件抗剪刚度计算方法研究 [J ] . 工程力学 , 2014 , 31 ( 7 ): 85 - 90 .

LIN Zhaofei , LIU Yuqing , HE Jun . Research on calculation method of shear stiffness for headed stud connectors [J ] . Engineering Mechanics , 2014 , 31 ( 7 ): 85 - 90 .

EN 1994-1-1 :2004. Eurocode 4: Design of Composite Steel and Concrete Structures, Part 1-1: General Rules and Rules for Buildings [S ] . Brussels, Belgium : European Committee for Standardization , 2004 .

戚菁菁 , 吴记东 , 蒋丽忠 , 等 . 带约束构造的栓钉连接件组合板界面抗剪性能试验研究 [J ] . 铁道科学与工程学报 , 2023 , 20 ( 7 ): 2629 - 2642 .

QI Jingjing , WU Jidong , JIANG Lizhong , et al . Interface shear behavior of stud shear connectors composite plate with constrained measure [J ] . Journal of Railway Science and Engineering , 2023 , 20 ( 7 ): 2629 - 2642 .

AASHTO LRFD . Bridge design specifications[S] 4th ed.Washington DC: American Association of State Highway and Transportation Officials , 2007 .

过镇海 . 钢筋混凝土原理 [M ] . 3版 . 北京 : 清华大学出版社 , 2013 .

GUO Zhenhai . Principles of reinforced concrete [M ] . 3rd edition . Beijing : Tsinghua University Press , 2013 .

浏览量

下载量

CSCD

文章被引用时，请邮件提醒。

提交

工具集

关联资源

钢夹板螺栓连接胶合木桁架球铰节点抗拉性能试验研究

薄层UHPC中MCL形组合榫连接件力学性能研究

带约束构造的栓钉连接件组合板界面抗剪性能试验研究

挤扩支盘桩抗拔承载性能计算及优化分析

基于双向协同Transformer的低碳多目标车辆路径优化