Prediction on flexural strength of encased composite beam with cold-formed steel section
A flexural strength of composite beam designed as boxed shaped section comprised of lipped C-channel of cold-formed steel (CFS) facing each other with reinforcement bars is proposed in this paper. The boxed shaped is kept restrained in position by a profiled metal decking installed on top of the bea...
| Main Authors: | , |
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| Format: | Conference or Workshop Item |
| Language: | English |
| Published: |
2017
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| Online Access: | http://eprints.utm.my/97280/1/MMTahir2017_PredictiononFlexuralStrength.pdf |
| _version_ | 1796866391817584640 |
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| author | Khadavi, Khadavi Tahir, M. M. |
| author_facet | Khadavi, Khadavi Tahir, M. M. |
| author_sort | Khadavi, Khadavi |
| collection | ePrints |
| description | A flexural strength of composite beam designed as boxed shaped section comprised of lipped C-channel of cold-formed steel (CFS) facing each other with reinforcement bars is proposed in this paper. The boxed shaped is kept restrained in position by a profiled metal decking installed on top of the beam to form a slab system. This profiled decking slab is cast by using self-compacting concrete where the concrete is in compression when load is applied to the beam. Reinforcement bars are used as shear connector between slab and CFS as beam. A numerical analysis method proposed by EC4 is used to predict the flexural strength of the proposed composite beam. It was assumed that elasto-plastic behaviour is developed in the cross -sectional of the proposed beam. The calculated predicted flexural strength of the proposed beam shows reasonable flexural strength for cold-formed composite beam. |
| first_indexed | 2024-03-05T21:11:27Z |
| format | Conference or Workshop Item |
| id | utm.eprints-97280 |
| institution | Universiti Teknologi Malaysia - ePrints |
| language | English |
| last_indexed | 2024-03-05T21:11:27Z |
| publishDate | 2017 |
| record_format | dspace |
| spelling | utm.eprints-972802022-09-26T03:29:15Z http://eprints.utm.my/97280/ Prediction on flexural strength of encased composite beam with cold-formed steel section Khadavi, Khadavi Tahir, M. M. TA Engineering (General). Civil engineering (General) A flexural strength of composite beam designed as boxed shaped section comprised of lipped C-channel of cold-formed steel (CFS) facing each other with reinforcement bars is proposed in this paper. The boxed shaped is kept restrained in position by a profiled metal decking installed on top of the beam to form a slab system. This profiled decking slab is cast by using self-compacting concrete where the concrete is in compression when load is applied to the beam. Reinforcement bars are used as shear connector between slab and CFS as beam. A numerical analysis method proposed by EC4 is used to predict the flexural strength of the proposed composite beam. It was assumed that elasto-plastic behaviour is developed in the cross -sectional of the proposed beam. The calculated predicted flexural strength of the proposed beam shows reasonable flexural strength for cold-formed composite beam. 2017 Conference or Workshop Item PeerReviewed application/pdf en http://eprints.utm.my/97280/1/MMTahir2017_PredictiononFlexuralStrength.pdf Khadavi, Khadavi and Tahir, M. M. (2017) Prediction on flexural strength of encased composite beam 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. http://dx.doi.org/10.1063/1.5011496 |
| spellingShingle | TA Engineering (General). Civil engineering (General) Khadavi, Khadavi Tahir, M. M. Prediction on flexural strength of encased composite beam with cold-formed steel section |
| title | Prediction on flexural strength of encased composite beam with cold-formed steel section |
| title_full | Prediction on flexural strength of encased composite beam with cold-formed steel section |
| title_fullStr | Prediction on flexural strength of encased composite beam with cold-formed steel section |
| title_full_unstemmed | Prediction on flexural strength of encased composite beam with cold-formed steel section |
| title_short | Prediction on flexural strength of encased composite beam with cold-formed steel section |
| title_sort | prediction on flexural strength of encased composite beam with cold formed steel section |
| topic | TA Engineering (General). Civil engineering (General) |
| url | http://eprints.utm.my/97280/1/MMTahir2017_PredictiononFlexuralStrength.pdf |
| work_keys_str_mv | AT khadavikhadavi predictiononflexuralstrengthofencasedcompositebeamwithcoldformedsteelsection AT tahirmm predictiononflexuralstrengthofencasedcompositebeamwithcoldformedsteelsection |