Muhammad Firdaus, Muhammad Firdaus and Saggaff, Anis and Md. Tahir, Mahmood (2017) Finite element analysis of composite beam-to-column connection with cold-formed steel section. In: 3rd International Conference on Construction and Building Engineering: Smart Construction Towards Global Challenges, ICONBUILD 2017, 14 - 17 August 2017, Palembang, Indonesia.
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Official URL: http://dx.doi.org/10.1063/1.5011504
Abstract
Cold-formed steel (CFS) sections are well known due to its lightweight and high structural performance which is very popular for building construction. Conventionally, they are used as purlins and side rails in the building envelopes of the industrial buildings. Recent research development on cold-formed steel has shown that the usage is expanded to the use in composite construction. This paper presents the modelling of the proposed composite connection of beam-to-column connection where cold-formed steel of lipped steel section is positioned back-to-back to perform as beam. Reinforcement bars is used to perform the composite action anchoring to the column and part of it is embedded into a slab. The results of the finite element and numerical analysis has showed good agreement. The results show that the proposed composite connection contributes to significant increase to the moment capacity.
| Item Type: | Conference or Workshop Item (Paper) |
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| Uncontrolled Keywords: | Cold-formed steel (CFS), composite connection |
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) |
| Divisions: | Civil Engineering |
| ID Code: | 97158 |
| Deposited By: | Narimah Nawil |
| Deposited On: | 23 Sep 2022 01:50 |
| Last Modified: | 23 Sep 2022 01:50 |
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