Journal of Northeastern University(Natural Science)

Journal of Northeastern University ›› 2005, Vol. 26 ›› Issue (9): 901-903.DOI: -

• OriginalPaper • Previous Articles     Next Articles

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.
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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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