An overview of numerical studies on flexural performance of built-up cold-formed steel beam (CFSB) filled with concrete

Jarrud, Mohammed Muftah and Lim, Kar Sing and Mohd Syahrul Hisyam, Mohd Sani (2021) An overview of numerical studies on flexural performance of built-up cold-formed steel beam (CFSB) filled with concrete. International Journal of Emerging Trends in Engineering Research, 9 (2). pp. 15-24. ISSN 2347-3983. (Published)

[img] Pdf
An overview of numerical studies on flexural performance.pdf
Restricted to Repository staff only

Download (389kB) | Request a copy
[img]
Preview
Pdf
An overview of numerical studies on flexural performance.pdf

Download (159kB) | Preview

Abstract

Cold-formed steel (CFS) built-up sections have been recently introduced with other materials such as concrete connected by means of bolting and screws to avoid the problems of the CFS sections buckling. The flexural analysis of CFS-concrete composite beam is more complicated in terms of design and failure mode. Therefore, this paper attempts a short review on the numerical studies of CFS section with and without concrete under the flexural load. In particular, the CFS buckling failure modes were critically reviewed. Furthermore, the important considerations such as material properties definition and interactions during the numerical simulation were discussed. The review presented in this paper highlights considerable potential on how the nonlinearities of the concrete material, CFS-concrete interaction and connection types affect the level of simulation accuracy in predicting the flexural behavior of the composite beam. Moreover, the connections type, the nonlinear simulation methods and strategies and findings for the CFS-concrete flexural behavior were critically reviewed. The directions of the future research were provided through the concluded remarks and recommendations in achieving a higher accuracy of simulation results as well as more effective design philosophy in future to promote the utilization of CFS composite beam in construction industry.

Item Type: Article
Uncontrolled Keywords: CFS sections; Bolting connections; Concrete; Flexural behavior; Interactions; Numerical simulation
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
T Technology > TH Building construction
Faculty/Division: Institute of Postgraduate Studies
College of Engineering
Depositing User: Mrs Norsaini Abdul Samat
Date Deposited: 24 Feb 2022 00:59
Last Modified: 24 Feb 2022 00:59
URI: http://umpir.ump.edu.my/id/eprint/33439
Download Statistic: View Download Statistics

Actions (login required)

View Item View Item