期刊文献+

新老混凝土界面抗剪强度研究现状综述 被引量:14

State of the art review on shear strength of interface between new and old concrete
下载PDF
导出
摘要 新老混凝土界面抗剪强度是衡量界面黏结质量的关键因素,准确的计算抗剪强度是保证界面安全的前提。介绍了近几十年内国内外新老混凝土界面抗剪强度计算公式的研究状况,其中,主要分线性表达式和非线性表达式两类介绍了国外的研究状况。同时,对国内外规范中的计算公式进行了对比分析,指出了它们之间的差异。最后,指出了值得进一步深入研究的几个问题,这对于新老混凝土界面抗剪强度的研究具有一定的参考价值。 Shear strength of interface between new and old concrete is a critical factor to measure bond quality of interface, and the security of interface is mainly based on the calculation accuracy of shear strength. It presents a literature review on design expressions for shear strength of interface between new and old concrete in the last decades, and the abroad research situation was mainly introduced by divided into two categories, namely linear expressions and nonlinear expressions. Meanwhile, comparative analysis was conducted among design expressions in codes at home and abroad and the differences among them were presented.Finally, some problems on further research in this area were also pointed out.This kind of study may be served as the reference of shear strength of interface between new and old concrete.
作者 刘杰 陈娟娟
出处 《混凝土》 CAS 北大核心 2015年第1期62-67,共6页 Concrete
基金 三峡大学科学基金资助项目(KJ2013B047)
关键词 新老混凝土 界面 抗剪强度 new and old concrete interface shear strength
  • 相关文献

参考文献40

  • 1PATNAIK A K. Behavior of composite concrete beams withsmooth interface[J] .Journal of Structural Engineering,2001,127(4);359-366.
  • 2叶见曙.公路旧漏害与检査[M].北京:人民交通出版社,2012.
  • 3JTG/Tn2—2008,公路桥粱加固设计规范[S].北京:人民交通出版社,2008.
  • 4何贵中,王瑞华.建筑物维修中混凝土裂缝修补与加固处理[J].混凝土,2010(9):135-137. 被引量:9
  • 5ANDERSON A R. Composite designs in precast and cast - in-place concrete[J].Progressive Architecture, 1960,41(9) : 172 -179.
  • 6BIRKELAND P W,BIRKELAND H W.Connections in precastconcrete construction[ J]. ACI Journal Proceedings, 1966,63(3):345 -368.
  • 7PATNAIK A H.Horizontal shear strength of composite concretebeams with a rough interface[D].Ph.D. thesis, Canada : Universi-ty of Calgary ,1992.
  • 8ACICommittee 318. Building code requirements for structuralconcrete (ACI 318 -08) and Commentary (AQ 318R -08)[S].Detroit:American Concrete Institute,2008.
  • 9American Association of State Highway and Transportation Offi- cials (AASHTO).AASHTO LRFD Bridge Design Specifications (fourth edition) [S].Washington,DC : AASHTO,2007.
  • 10Standards Council of Canada. CAN/CSA - S6 - 00 CanadianHighway Bridge Design Code [ S ]. Ontario : CSA International,2000.

二级参考文献52

共引文献268

同被引文献136

引证文献14

二级引证文献42

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部