Linear Analysis and Simulation of Interfacial Slip Behaviour for Composite Box Girders.pdf

Linear Analysis and Simulation of Interfacial Slip Behaviour for Composite Box Girders.pdf

  1. 1、本文档共18页,可阅读全部内容。
  2. 2、有哪些信誉好的足球投注网站(book118)网站文档一经付费(服务费),不意味着购买了该文档的版权,仅供个人/单位学习、研究之用,不得用于商业用途,未经授权,严禁复制、发行、汇编、翻译或者网络传播等,侵权必究。
  3. 3、本站所有内容均由合作方或网友上传,本站不对文档的完整性、权威性及其观点立场正确性做任何保证或承诺!文档内容仅供研究参考,付费前请自行鉴别。如您付费,意味着您自己接受本站规则且自行承担风险,本站不退款、不进行额外附加服务;查看《如何避免下载的几个坑》。如果您已付费下载过本站文档,您可以点击 这里二次下载
  4. 4、如文档侵犯商业秘密、侵犯著作权、侵犯人身权等,请点击“版权申诉”(推荐),也可以打举报电话:400-050-0827(电话支持时间:9:00-18:30)。
查看更多
Linear Analysis and Simulation of Interfacial Slip Behaviour for Composite Box Girders

Journal of Theoretical and Applied Mechanics, Sofia, 2014, vol. 44, No. 1, pp. 79–96 DOI: 10.2478/jtam-2014-0005 LINEAR ANALYSIS AND SIMULATION OF INTERFACIAL SLIP BEHAVIOUR FOR COMPOSITE BOX GIRDERS ? Pengzhen Lu Faculty of Civil Engineering and Architecture, Zhejiang University of Technology, Hangzhou 310014, P. R. China, e-mail:pengzhenlu@zjut.edu.cn Pengzhen Lu, Changyu Shao Shanghai Municipal Engineering Design and Research Institute, Shanghai 200092, P. R. China, e-mail:pengzhenlu@zjut.edu.cn Renda Zhao School of Civil Engineering Southwest, Jiaotong University, Chengdu 610031, P. R. China [Received 12 June 2013. Accepted 10 March 2014] Abstract. The slip at the steel-concrete interface in steel-concrete com- posite beams was studied analytically and numerically. A theoretical description for steel-concrete composite box beams with partial shear in- teraction based on the partial interaction theory was derived, and equi- librium of the rotation angle w′ was introduced to allow convenient com- putation of deformation of composite box beams. Numerical simulations of steel-concrete composite box beams subjected to concentrated load and/or uniformly distributed load were conducted. The analytical solu- tions show excellent agreement with the numerical results. For typical composite box beams used in practice, shear slip in partial composite box beams makes a significant contribution to beam deformation. Even for full composite box beams, slip effects may result in stiffness reduction. However, slip effects are ignored in many design specifications which use *Corresponding author e-mail: pengzhenlu@zjut.edu.cn The writers gratefully acknowledge financial support provided by the Science Founda- tion of China Postdoctoral Grants (No. 20110490183), the Science Foundation of the Ministry of Housing and Urban–Rural Development of the People’s Republic of China (Grant No. 2012-K2-6), the Education Department Science Foundation of Zhejiang Province (Grant No. Y201122051),

文档评论(0)

l215322 + 关注
实名认证
内容提供者

该用户很懒,什么也没介绍

1亿VIP精品文档

相关文档