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Static behavior of stud shear connectors in high-strength-steel–UHPC composite beams

  • Published:2020-09 Issue: Volume:218 Page:110827
  • ISSN:0141-0296
  • Container-title:Engineering Structures
  • language:en
  • Short-container-title:Engineering Structures

Author:

Tong Lewei,Chen Luhua,Wen Ming,Xu Chen

Funder

National Key R&D Program of China

Commonweal Research Program of Jiaxing, China

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference27 articles.

1. Steel-concrete composite beams considering shear slip effects;Nie;J Struct Eng,2003

2. Derivation of design rules for innovative shear connectors in steel-concrete composites through the systematic use of non-linear finite element analysis (FEA);Classen;Struct Concr,2016

3. Cross-Section behavior and ductility of composite beams;Rotter;Proc Inst Civil Eng,1979

4. Effect of shear connector spacing and layout on the shear connector capacity in composite beams;Jawed;J Constr Steel Res,2010

5. Capacities of headed stud shear connectors in composite steel beams with precast hollow core slabs;Lam;J Constr Steel Res,2006

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