Static behavior of stud shear connectors in high-strength-steel–UHPC composite beams-Reference-Cited by-同舟云学术

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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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1. Explainable AI based slip prediction of steel-UHPC interface connected by shear studs;Expert Systems with Applications;2025-01

2. Data-driven shear capacity analysis of headed stud in steel-UHPC composite structures;Engineering Structures;2024-12

3. Structural behavior of S-UHPC-S composite wall strips with waved tie bars: Experiment, simulation, and design;Engineering Structures;2024-12

4. Ultra-high performance concrete beam-to-beam connections in continuous bridges: Experimental full-scale tests, FE analyses and design;Engineering Structures;2024-10

5. Cyclic behavior of rubber-coated stud-UHPC shear connectors exposed to reversed cyclic loadings;Engineering Structures;2024-09

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