东北大学学报（自然科学版）

东北大学学报(自然科学版) ›› 2005, Vol. 26 ›› Issue (9): 901-903.DOI: -

• 论著 • 上一篇    下一篇

钢与高强混凝土连续组合梁连接件的布置方式

许伟;王坤;许峰;王连广   

  1. 东北大学资源与土木工程学院;沈阳建筑大学土木工程学院;沈阳建筑大学土木工程学院;东北大学资源与土木工程学院 辽宁沈阳110004
  • 收稿日期:2013-06-24 修回日期:2013-06-24 出版日期:2005-09-15 发布日期:2013-06-24
  • 通讯作者: Xu, W.
  • 作者简介:-
  • 基金资助:
    建设部科技项目(2005-k5-13);;

Arrangement of shear connector for steel-high strength concrete continuous composite beams

Xu, Wei (1); Wang, Kun (2); Xu, Feng (2); Wang, Lian-Guang (1)   

  1. (1) School of Resources and Civil Engineering, Northeastern University, Shenyang 110004, China; (2) Shenyang Jianzhu University, Shenyang 110168, China
  • Received:2013-06-24 Revised:2013-06-24 Online:2005-09-15 Published:2013-06-24
  • Contact: Xu, W.
  • About author:-
  • Supported by:
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摘要： 采用ANSYS通用有限元软件,针对钢与高强混凝土连续组合梁本身结构及受力性能的复杂性,考虑材料非线性,提出了一个对钢与高强混凝土连续组合梁从加载到破坏的全过程非线性分析模式,对钢与高强混凝土连续组合梁连接件设计进行分析.研究连接件的布置方式对连续组合梁的影响,完善钢与高强混凝土连续组合梁中抗剪连接件的设计理论.

关键词: 高强混凝土, 连续组合梁, 连接件, 滑移, 变形

Abstract: A nonlinear model is presented using ANSYS software to analysis the whole process from loading to fracture of the steel-high strength concrete continuous composite beams in view of the complexity of the beam structure and forces acting on them especially the nonlinearity of the materials used. Shear connector design of the beams is studied with this nonlinear program. The influence of arrangement methods of shear connector is studied. The principle of designing shear connector in steel-high strength concrete continuous composite beams is perfected.

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