Shear behavior of web-embedded steel-concrete composite beam-Reference-Cited by-同舟云学术

Shear behavior of web-embedded steel-concrete composite beam

Published:2022-12-05 Issue:5 Volume:26 Page:842-857
ISSN:1369-4332
Container-title:Advances in Structural Engineering
language:en
Short-container-title:Advances in Structural Engineering

Author:

Yang Yuanlong¹²,Han Jinjun¹²,Zhao Yi¹²,Yu Yingying¹²³,Chen Yohchia F⁴

Affiliation:

1. Key Laboratory of New Technology for Construction of Cities in Mountain Area (Ministry of Education), Chongqing University, Chongqing, China

2. School of Civil Engineering, Chongqing University, Chongqing, China

3. College of hydraulic and civil engineering, Xinjiang agricultural University, Urumqi, China

4. Department of Civil Engineering, The Pennsylvania State University, Middletown, PA, USA

Abstract

To optimize conventional composite beam, this paper proposes a new steel-concrete composite beam without top flange, and discusses the shear behavior of this novel web-embedded steel-concrete composite beam (WSCB). Five patterns of embedded shear connectors are proposed, including the shapes of swallow tail, gear, modified gear, circular hole, and steel bar. A shear experiment on ten specimens with the shear span ratio λ = 1.5 were conducted, considering effects of the concrete slab width ( B) and the shear connector pattern. The experiments showed two typical shear failure modes depending on the shear connector type. All five kinds of shear connectors guaranteed good integral action in the specimens. The concrete slab width B shows an obvious positive effect on the shear capacity and ductility. Furthermore, a FE model was established and verified by the experimental results to investigate the shear mechanism of WSCB. According to the experimental and numerical analysis results, a specific calculation method for the shear capacity of the WSCB is proposed, which includes the contributions from the steel web and concrete slab.

Funder

National Natural Science Foundation of China

Natural Science Foundation Project of CQ CSTC

Publisher

SAGE Publications

Subject

Building and Construction,Civil and Structural Engineering

Link

http://journals.sagepub.com/doi/pdf/10.1177/13694332221097730

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