Composite beam-to-column joint using cold formed steel with different reinforcement ratio
Also available in printed version
| Auteur principal: | |
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| Autres auteurs: | |
| Format: | Bachelor thesis |
| Langue: | anglais |
| Publié: |
Universiti Teknologi Malaysia
2025
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| Sujets: | |
| Accès en ligne: | https://utmik.utm.my/handle/123456789/53397 |
| Abstract | Abstract here |
| _version_ | 1854975084521848832 |
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| author | Teoh, Teck Heng |
| author2 | Tan, Cher Siang, supervisor |
| author_facet | Tan, Cher Siang, supervisor Teoh, Teck Heng |
| author_sort | Teoh, Teck Heng |
| description | Also available in printed version |
| format | Bachelor thesis |
| id | utm-123456789-53397 |
| institution | Universiti Teknologi Malaysia |
| language | English |
| publishDate | 2025 |
| publisher | Universiti Teknologi Malaysia |
| record_format | dspace |
| record_pdf | Abstract |
| spelling | utm-123456789-533972025-08-21T05:02:52Z Composite beam-to-column joint using cold formed steel with different reinforcement ratio Teoh, Teck Heng Tan, Cher Siang, supervisor Civil engineering Also available in printed version This research is an experimental and theoretical investigation of the composite beam-to-column connection formed by the concrete as the slab and two lipped C-section cold formed steel acting as beam and column element built from two cold formed channels connected back-to-back. This research will focus on the relationship of the load-deflection behaviour and moment capacity at the joint change in rotation of the composite beam-to-column connection with cold formed steel section. All the cold formed sections, slab deck, gusset plate and bolts (except the reinforcement bar) used in this test series were of similar materials. Three specimens of the composite beam-to-column joint were tested in the UTM Structural and Material Laboratory, D04. The experimental results of the composite beam-to-column connection using cold formed steel under concentrated load are presented in this research. Three modes of failure were identified from the test: i) Local buckling of cold formed steel column section. ii) Concrete failure or rupture of concrete slab. iii) Transverse cracking at the middle of concrete slab. For the theoretical calculation, component approach was applied by consider the strength of each relevant component, which is: i) Reinforcement in tension. ii) Column web in compression. iii) Column web in tension. iv) Column web panel. v) Gusset plate in shear and bending. vi) Bolts in shear and torsion. The results show that these composite joints have credible rotation and moment capacities and that failure of the joint occurs after substantial rotation deformations had been occurred zulaihi UTM 82 p. Project Paper (Sarjana Muda Kejuruteraan (Awam)) - Universiti Teknologi Malaysia, 2018 2025-03-17T01:59:58Z 2025-03-17T01:59:58Z 2018 Bachelor thesis https://utmik.utm.my/handle/123456789/53397 vital:115580 valet-20181003-090227 ENG Closed Access UTM Complete Unpublished Completion application/pdf Universiti Teknologi Malaysia |
| spellingShingle | Civil engineering Teoh, Teck Heng Composite beam-to-column joint using cold formed steel with different reinforcement ratio |
| thesis_level | Other |
| title | Composite beam-to-column joint using cold formed steel with different reinforcement ratio |
| title_full | Composite beam-to-column joint using cold formed steel with different reinforcement ratio |
| title_fullStr | Composite beam-to-column joint using cold formed steel with different reinforcement ratio |
| title_full_unstemmed | Composite beam-to-column joint using cold formed steel with different reinforcement ratio |
| title_short | Composite beam-to-column joint using cold formed steel with different reinforcement ratio |
| title_sort | composite beam to column joint using cold formed steel with different reinforcement ratio |
| topic | Civil engineering |
| url | https://utmik.utm.my/handle/123456789/53397 |
| work_keys_str_mv | AT teohteckheng compositebeamtocolumnjointusingcoldformedsteelwithdifferentreinforcementratio |