Login Register
Volume 37 Issue 10
Oct.  2022
Turn off MathJax
Article Contents
Abstract
References
Article Navigation >  STEEL CONSTRUCTION(Chinese & English)  > 2022  >  37(10): 50-52
TONG Gen-shu. Rigidity of Steel-Concrete Composite Beams[J]. STEEL CONSTRUCTION(Chinese & English), 2022, 37(10): 50-52. doi: 10.13206/j.gjgS22092204
Citation: TONG Gen-shu. Rigidity of Steel-Concrete Composite Beams[J]. STEEL CONSTRUCTION(Chinese & English), 2022, 37(10): 50-52. doi: 10.13206/j.gjgS22092204
shu

Rigidity of Steel-Concrete Composite Beams

doi: 10.13206/j.gjgS22092204

  • Institute of High Performance Structures, Zhejiang University, Hangzhou 310058, China

  • Received Date: 2022-09-22
    Available Online: 2023-02-06
    Abstract
  • The equivalent bending rigidity of steel-concrete composite beam was derived, it was found that the rigidity was composed of two parts: one is the bending rigidities of the slab and the steel section about their own centroid axes, the other was the truss stiffness whose upper chord was the slab and lower chord was the steel section and the studs were the web members, and a simple calculated formula was proposed. The deflection due to the shear strain of the steel web and the interfacial shear-slip stiffness of the stud are also presented.
    • FullText(HTML)
    • References(6)
  • [1]
    朱聘儒.钢-混凝土组合梁设计原理[M].北京:中国建筑工业出版社,1989.
    [2]
    Eurocode 4:Design of composite steel and concrete structures-Part 1.1:General rules and rules for building[S].2004.
    [3]
    Newmark N M,Siese C P,Viest I M.Tests and analysis of composite beams with incomplete interaction[J].Experimental Stress Analysis,1951,19(1):75-92.
    [4]
    童根树.钢结构的平面内稳定[M].北京:中国建筑工业出版社,2015.
    [5]
    童根树.钢结构与钢-混凝土组合结构设计方法[M].北京:中国建筑工业出版社,2022.
    [6]
    Dennis L,Ehab E L.Behavior of headed stud shear connectors in composite beams[J].Journal of Structural Engineering,2005(1):96-107.
    • Relative Articles

  • Relative Articles

    [1]Shuhong Gong, Gang Chen, Mingming Gu, Xiamin Hu. Stiffness Analysis for Partially Encased Steel-Concrete Composite Beams Subjected to Hogging Bending Moment[J]. STEEL CONSTRUCTION(Chinese & English), 2023, 38(6): 51-60. doi: 10.13206/j.gjgS23030201
    [3]Genshu Tong. Simplified Stiffening of Web-Opening Beams[J]. STEEL CONSTRUCTION(Chinese & English), 2023, 38(5): 43-45. doi: 10.13206/j.gjgS22122820
    [4]Faxing Ding, Yunlong Xu, Liping Wang, Fei Lyu, Linli Duan, Zhiwu Yu. State of Art and Future Insights of the Seismic Performance of Steel-Concrete Composite Structures[J]. STEEL CONSTRUCTION(Chinese & English), 2023, 38(12): 1-26. doi: 10.13206/j.gjgS23062902
    [5]Yifan Liu, Peng Wang, Yonghui Wang, Shilun Shi, Chunxiu Han, Junyuan Peng. Study on Mechanical Properties of Glued Laminated Wood-Concrete Simply Supported Composite Beams[J]. STEEL CONSTRUCTION(Chinese & English), 2023, 38(7): 1-11. doi: 10.13206/j.gjgS23011002
    [6]Shan Wang, Yi Zhang, Long Hao. Research on Global Stability Design Method of Steel-Concrete Composite Beams of Negative Moment Region[J]. STEEL CONSTRUCTION(Chinese & English), 2022, 37(2): 30-36. doi: 10.13206/j.gjgS21012701
    [7]Huanting Zhou, Han Qin, Weijie Xue, Xianxing Wu, Supeng Zhang. Parametric Analysis for Fire Resistance of Composite Steel-Concrete Beams with Corrugated Webs Accounting[J]. STEEL CONSTRUCTION(Chinese & English), 2020, 35(4): 19-27. doi: 10.13206/j.gjgS19102901
    • Supplements(0)
    • Cited By

  • Cited by

    Periodical cited type(3)

    1. 刘一凡，王鹏，王永慧，史世伦，李洛克，彭俊源. 双排栓钉木-砼组合梁力学性能分析. 计算力学学报. 2024(06): 1060-1065 .
    2. 罗小均，郑艳. 负弯矩下部分充填式窄幅钢箱-混凝土组合梁刚度分析. 湘潭大学学报(自然科学版). 2023(02): 86-97 .
    3. 刘一凡，王鹏，王永慧，史世论，韩春秀，彭俊源. 胶合木-混凝土简支组合梁力学性能研究. 钢结构(中英文). 2023(07): 1-11 . 本站查看

    Other cited types(1)

  • Created with Highcharts 5.0.7Amount of accessChart context menuAbstract Views, HTML Views, PDF Downloads StatisticsAbstract ViewsHTML ViewsPDF Downloads2024-052024-062024-072024-082024-092024-102024-112024-122025-012025-022025-032025-04010203040
    Created with Highcharts 5.0.7Chart context menuAccess Class DistributionFULLTEXT: 15.7 %FULLTEXT: 15.7 %META: 76.5 %META: 76.5 %PDF: 7.7 %PDF: 7.7 %FULLTEXTMETAPDF
    Created with Highcharts 5.0.7Chart context menuAccess Area Distribution其他: 16.4 %其他: 16.4 %上海: 2.6 %上海: 2.6 %兰州: 1.2 %兰州: 1.2 %勿加泗: 0.2 %勿加泗: 0.2 %北京: 4.5 %北京: 4.5 %南京: 1.2 %南京: 1.2 %南通: 0.5 %南通: 0.5 %台州: 0.5 %台州: 0.5 %合肥: 0.2 %合肥: 0.2 %咸阳: 0.2 %咸阳: 0.2 %哈尔滨: 0.2 %哈尔滨: 0.2 %唐山: 0.9 %唐山: 0.9 %嘉兴: 0.2 %嘉兴: 0.2 %大同: 0.2 %大同: 0.2 %天津: 3.1 %天津: 3.1 %宁波: 0.5 %宁波: 0.5 %安康: 0.2 %安康: 0.2 %宜春: 0.9 %宜春: 0.9 %宣城: 0.2 %宣城: 0.2 %常州: 0.7 %常州: 0.7 %常德: 0.2 %常德: 0.2 %广州: 0.7 %广州: 0.7 %张家口: 4.5 %张家口: 4.5 %徐州: 0.2 %徐州: 0.2 %成都: 0.5 %成都: 0.5 %扬州: 0.2 %扬州: 0.2 %昆明: 0.9 %昆明: 0.9 %晋城: 0.7 %晋城: 0.7 %杭州: 2.6 %杭州: 2.6 %武汉: 1.2 %武汉: 1.2 %沈阳: 0.5 %沈阳: 0.5 %沧州: 0.2 %沧州: 0.2 %河源: 0.2 %河源: 0.2 %济宁: 0.2 %济宁: 0.2 %深圳: 1.2 %深圳: 1.2 %湖州: 0.5 %湖州: 0.5 %漯河: 2.1 %漯河: 2.1 %石家庄: 1.6 %石家庄: 1.6 %福州: 0.5 %福州: 0.5 %秦皇岛: 0.2 %秦皇岛: 0.2 %芒廷维尤: 12.4 %芒廷维尤: 12.4 %芝加哥: 1.2 %芝加哥: 1.2 %衢州: 0.5 %衢州: 0.5 %西宁: 27.7 %西宁: 27.7 %西安: 0.2 %西安: 0.2 %运城: 0.2 %运城: 0.2 %连云港: 0.7 %连云港: 0.7 %邯郸: 0.2 %邯郸: 0.2 %郑州: 0.7 %郑州: 0.7 %重庆: 0.7 %重庆: 0.7 %镇江: 0.2 %镇江: 0.2 %长沙: 0.2 %长沙: 0.2 %青岛: 0.2 %青岛: 0.2 %黄石: 0.7 %黄石: 0.7 %齐齐哈尔: 0.2 %齐齐哈尔: 0.2 %其他上海兰州勿加泗北京南京南通台州合肥咸阳哈尔滨唐山嘉兴大同天津宁波安康宜春宣城常州常德广州张家口徐州成都扬州昆明晋城杭州武汉沈阳沧州河源济宁深圳湖州漯河石家庄福州秦皇岛芒廷维尤芝加哥衢州西宁西安运城连云港邯郸郑州重庆镇江长沙青岛黄石齐齐哈尔

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索
    Get Citation
    PDF
    XML

    Article Metrics

    Article views (325) PDF downloads(34) Cited by(4)
    Proportional views
    Related

    Journal Online

    Author's Center

    Links

    版权所有 © 《工业建筑》杂志社有限公司

    京ICP备11033253号-1

    Supported by: Beijing Renhe Information Technology Co. Ltd     百度统计

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return