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Behaviour of Concrete Filled Steel Tube (CFST) Subjected to Shear: A Review

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Behaviour of Concrete Filled Steel Tube (CFST) Subjected to Shear: A Review


Mohammad Awad



Mohammad Awad "Behaviour of Concrete Filled Steel Tube (CFST) Subjected to Shear: A Review" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-9 | Issue-5, October 2025, pp.113-122, URL: https://www.ijtsrd.com/papers/ijtsrd97432.pdf

Concrete-filled steel tubes represent common structural members for modern civil engineering projects such as high-rise buildings under shear and axial loads. Because of excellent composite functional characteristics, the axial load-carrying capacity of concrete increases due to ductility and confinement provided by the steel tube. Shear behavior is one of the most important CFSTs that ensures the integrity of members and the whole structure. The paper first provides a database including CFST shear experiments and then exploits this database to present a global review of the shear behavior of CFSTs. The paper tries to analyze the available literature on the shear behavior of CFSTs. Special attention will be paid to the circular and rectangular hollow types of CFST, which, in view of their importance, have not been given enough attention in information sources. This study examines some of the critical parameters affecting the ultimate shear strength of CFST members-such as material properties, geometrical configurations, and composite action between steel tube and concrete fill. The presented research also adds to the understanding of CFST shear performance, besides providing design expressions related to the contribution of individual steel and concrete. These research outcomes contribute to the development of safe and efficient applications of CFST in structural engineering.

Concrete-filled steel tubes (CFST), shear behaviour, structural engineering, rectangular CFSTs, composite action, shear strength, experimental studies.


IJTSRD97432
Volume-9 | Issue-5, October 2025
113-122
IJTSRD | www.ijtsrd.com | E-ISSN 2456-6470
Copyright © 2019 by author(s) and International Journal of Trend in Scientific Research and Development Journal. This is an Open Access article distributed under the terms of the Creative Commons Attribution License (CC BY 4.0) (http://creativecommons.org/licenses/by/4.0)

International Journal of Trend in Scientific Research and Development - IJTSRD having online ISSN 2456-6470. IJTSRD is a leading Open Access, Peer-Reviewed International Journal which provides rapid publication of your research articles and aims to promote the theory and practice along with knowledge sharing between researchers, developers, engineers, students, and practitioners working in and around the world in many areas like Sciences, Technology, Innovation, Engineering, Agriculture, Management and many more and it is recommended by all Universities, review articles and short communications in all subjects. IJTSRD running an International Journal who are proving quality publication of peer reviewed and refereed international journals from diverse fields that emphasizes new research, development and their applications. IJTSRD provides an online access to exchange your research work, technical notes & surveying results among professionals throughout the world in e-journals. IJTSRD is a fastest growing and dynamic professional organization. The aim of this organization is to provide access not only to world class research resources, but through its professionals aim to bring in a significant transformation in the real of open access journals and online publishing.

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