期刊文献+
任意字段
题名或关键词
题名
关键词
文摘
作者
第一作者
机构
刊名
分类号
参考文献
作者简介
基金资助
栏目信息

栓钉剪切连接件在SRHPC结构中的数值分析 被引量：1

Numerical analysis of stud shear connectors in SRHPC structures
下载PDF
导出
摘要 探讨了型钢表面的栓钉与外包高强高性能混凝土之间的受力特性,基于既有的试验结果和理论计算,分析了栓钉的荷载—滑移曲线规律,研究了栓钉在三维有限元模拟中的影响因素,给出了三维受力状态下栓钉的刚度方程,建立了数值分析中每个方向的荷载—变形曲线。 The mechanical behaviors of stud shear connectors in the surrounding high strength high performance concrete is studied in detail. Based on the present experimental data and theoretic compute, the load-deformation laws of stud shear connectors are analyzed. The influence factors of stud in 3-dimensional finite element axe proposed and the relevant stiffness equations are also given. The load-deformation curves in 3-dimension are provided.
作者 邓国专
机构地区 中铁第一勘察设计院集团有限公司
出处 《山西建筑》 2009年第15期5-6,共2页 Shanxi Architecture
基金 中国铁道建筑总公司科技研究开发计划课题2007年度基金资助项目
关键词 栓钉连接件 型钢高强高性能混凝土 荷载—变形曲线 数值分析 stud connectors, SRHPC, load-deformation curve, numerical analysis
分类号 TU398.2 [建筑科学—结构工程]
  • 相关文献

参考文献4

二级参考文献18

  • 1胡夏闽.压型钢板对栓钉连接件抗剪强度的影响[J].工业建筑,1995,25(5):25-32. 被引量：5
  • 2王洪全.钢-混凝土叠合板组合梁纵向抗剪及极限抗弯强度的试验研究[硕士学位论文].北京:清华大学土木工程系,1996..
  • 3张少云.钢-混凝土组合梁栓钉剪力连接件抗剪强度及性能研究[硕士学位论文].郑州:郑州工学院土木建筑工程系,1987..
  • 4谭英.钢-高强混凝土组合梁抗弯性能的试验研究[硕士学位论文].北京:清华大学土木工程系,1998..
  • 5Eurocode 4, Design of Composite Steel and Concrete Structures [ S ].
  • 6SLUTFER R G, DRISCOLL G C. Flexural strength of steel- concrete composite beams [ J ]. Proceedings of ASCE, Structural Division, 1965, 91(4): 71 -79.
  • 7OLLGAARD J G, SLUTTER R G, FISHER J W. Shear strength of stud connectors in lightweight and normaldensity concrete[J]. Eng J, AISC, 1971,7 ( 1 ): 8 -55.
  • 8BUTTRY K E. Behavior of Stud Connectors in Lightweight and Normalweight Concrete[ D ]. Missouri: University of Missouri, 1965.
  • 9AN L, CEDERWALL. Push - out tests on studs in high strength and normal strength concrete [ J ]. Journal of Constructional Steel Research, 1996,36:15 - 29.
  • 10谭英，硕士学位论文，1998年

共引文献2142

同被引文献19

  • 1British Standardslnstitution, BS 5950: Structural use of steelwork in building. Part 3 Section 3. 1: Code of practice for design of composite beams[S]. 1990.
  • 2British Standards Institution. prEN 1994-1-1. Eurocode 4: Design of composite steel and concrete structures. Part 1.1 : General rules and rules for buildings[S]. 2002, European Committee for Standardization.
  • 3Standards Australia, Australian Standard AS2327. 1. Composite Structures. Part 1: Simply supported beams[S]. 1996, Standards Australia International Ltd.
  • 4The buildings department of the government of Hong Kong SAR. The Hong Kong steel code: Chapter 10 composite structures[S]. 2005.
  • 5Ollgaard J G,Slutter R G,Fisher J W. Shear strength of stud connectors in lightweight and normal-weigh concrete [J]. American Institute of Steel Construction Engineering Journal,1971,8(2) :55- 62.
  • 6Johnson R P, Oehlers D J. Analysis and design for longitudinal shear in composite T beams [J]. Proceedings Institution of Civil Engineers, 1981,71 (4) : 989-1021.
  • 7Oehlers D J, Johnson R P. The strength of stud shear connectors in composite beams[J]. The Structural Engineer, 1987,65(2) :44-48.
  • 8Mcmackin P J,Slutter R G, Fisher J W. Headed steel achor under combined loading[J].Engineering Journal, American Institute of Steel Construction, 1973,10(2) :43 -52.
  • 9MottramJ T, Johnson R P. Push tests on studs welded through profiled steel sheeting[J]. The Structural Engineer, 1990,68(10):187- 193.
  • 10Johnson R P,Yuan H. Models and design rules for stud shear connectors in troughs of profiled sheeting[J]. Proceedings of the ICE-Structures and Buildings,1998,128(3):252-263.

引证文献1

二级引证文献6

山西建筑
2009年 第15期

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