An overview of numerical studies on flexural performance of built-up cold-formed steel beam (CFSB) filled with concrete
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 f...
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| Format: | Article |
| Language: | English English |
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The World Academy of Research in Science and Engineering
2021
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| Online Access: | http://umpir.ump.edu.my/id/eprint/33439/ http://umpir.ump.edu.my/id/eprint/33439/1/An%20overview%20of%20numerical%20studies%20on%20flexural%20performance.pdf http://umpir.ump.edu.my/id/eprint/33439/2/An%20overview%20of%20numerical%20studies%20on%20flexural%20performance.pdf |
| _version_ | 1848824254507778048 |
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| author | Jarrud, Mohammed Muftah Lim, Kar Sing Mohd Syahrul Hisyam, Mohd Sani |
| author_facet | Jarrud, Mohammed Muftah Lim, Kar Sing Mohd Syahrul Hisyam, Mohd Sani |
| author_sort | Jarrud, Mohammed Muftah |
| building | UMP Institutional Repository |
| collection | Online Access |
| description | 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. |
| first_indexed | 2025-11-15T03:10:07Z |
| format | Article |
| id | ump-33439 |
| institution | Universiti Malaysia Pahang |
| institution_category | Local University |
| language | English English |
| last_indexed | 2025-11-15T03:10:07Z |
| publishDate | 2021 |
| publisher | The World Academy of Research in Science and Engineering |
| recordtype | eprints |
| repository_type | Digital Repository |
| spelling | ump-334392022-02-24T00:59:38Z http://umpir.ump.edu.my/id/eprint/33439/ An overview of numerical studies on flexural performance of built-up cold-formed steel beam (CFSB) filled with concrete Jarrud, Mohammed Muftah Lim, Kar Sing Mohd Syahrul Hisyam, Mohd Sani TA Engineering (General). Civil engineering (General) TH Building construction 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. The World Academy of Research in Science and Engineering 2021-02 Article PeerReviewed pdf en http://umpir.ump.edu.my/id/eprint/33439/1/An%20overview%20of%20numerical%20studies%20on%20flexural%20performance.pdf pdf en http://umpir.ump.edu.my/id/eprint/33439/2/An%20overview%20of%20numerical%20studies%20on%20flexural%20performance.pdf 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) https://doi.org/10.30534/ijeter/2021/01922021 https://doi.org/10.30534/ijeter/2021/01922021 |
| spellingShingle | TA Engineering (General). Civil engineering (General) TH Building construction Jarrud, Mohammed Muftah Lim, Kar Sing Mohd Syahrul Hisyam, Mohd Sani An overview of numerical studies on flexural performance of built-up cold-formed steel beam (CFSB) filled with concrete |
| title | An overview of numerical studies on flexural performance of built-up cold-formed steel beam (CFSB) filled with concrete |
| title_full | An overview of numerical studies on flexural performance of built-up cold-formed steel beam (CFSB) filled with concrete |
| title_fullStr | An overview of numerical studies on flexural performance of built-up cold-formed steel beam (CFSB) filled with concrete |
| title_full_unstemmed | An overview of numerical studies on flexural performance of built-up cold-formed steel beam (CFSB) filled with concrete |
| title_short | An overview of numerical studies on flexural performance of built-up cold-formed steel beam (CFSB) filled with concrete |
| title_sort | overview of numerical studies on flexural performance of built-up cold-formed steel beam (cfsb) filled with concrete |
| topic | TA Engineering (General). Civil engineering (General) TH Building construction |
| url | http://umpir.ump.edu.my/id/eprint/33439/ http://umpir.ump.edu.my/id/eprint/33439/ http://umpir.ump.edu.my/id/eprint/33439/ http://umpir.ump.edu.my/id/eprint/33439/1/An%20overview%20of%20numerical%20studies%20on%20flexural%20performance.pdf http://umpir.ump.edu.my/id/eprint/33439/2/An%20overview%20of%20numerical%20studies%20on%20flexural%20performance.pdf |