Experimental study on the effect of partial shear studs layout on flexural behavior of steel-concrete composite beams-Reference-Cited by-同舟云学术

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Experimental study on the effect of partial shear studs layout on flexural behavior of steel-concrete composite beams

Published:2024-03 Issue: Volume:21 Page:101959
ISSN:2590-1230
Container-title:Results in Engineering
language:en
Short-container-title:Results in Engineering

Author:

Victoire Amanyire Barozi^ORCID,Mwero John Nyiro,Gathimba Naftary

Funder

Institute for Basic Sciences, technology and Innovation, Pan African University

Jomo Kenyatta University of Agriculture and Technology

Publisher

Elsevier BV

Reference35 articles.

1. Shear Capacity of Headed Studs in Steel-Concrete Structures: Analytical Prediction via Soft Computing;Abambres,2019

2. The Effects of Partial Shear Connection on Composite Steel-Concrete Beams Subjected to Combined Flexure and Torsion;Tan,2010

3. History and Applications of Concrete Steel Composite Structure;Long,2022

4. Behaviour of composite beams made using High strength steel;Shamass;Structures,2017

5. Dipl-Ing. Eberhard Pelke & Dr-Ing. Karl-Eugen Kurrer (n. d),On the Evolution of Steel-Concrete Composite Construction..

Cited by 2 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Push-out test of eco-friendly steel-concrete–steel composite sections enhanced by polypropylene fibers: An experimental study and statistical analysis;Results in Engineering;2024-09

2. Numerical study of steel beam to reinforce concrete column (RCC) connection with through-plate and buckling-restrained steel plates;Results in Engineering;2024-09

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