Capacity assessment and design of CFRP-strengthened steel channel columns
This paper presents a design method (BS5950-5) to predict the allowable load carrying capacity of cold formed steel channel section strengthened by carbon fiber reformed polymer composites applied to the web of the beam. A specimen is presented to illustrate the proposed design approach. The validit...
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2023
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| _version_ | 1833410172809117696 |
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| author | Kalavagunta S. Naganathan S. Mustapha K.N.B. |
| author2 | 55695387900 |
| author_facet | 55695387900 Kalavagunta S. Naganathan S. Mustapha K.N.B. |
| author_sort | Kalavagunta S. |
| building | UNITEN Library |
| collection | Institutional Repository |
| content_provider | Universiti Tenaga Nasional |
| content_source | UNITEN Institutional Repository |
| continent | Asia |
| country | Malaysia |
| description | This paper presents a design method (BS5950-5) to predict the allowable load carrying capacity of cold formed steel channel section strengthened by carbon fiber reformed polymer composites applied to the web of the beam. A specimen is presented to illustrate the proposed design approach. The validity of the proposed design method has been verified by comparing with the experimental test results. A series of compression tests were conducted on plain and CFRP strengthened steel sections of different geometries. This paper also contains the consequences obtained by comparing the strengths of plain and CFRP strengthened steel columns using compression test. The findings showed that the strength of CFRP strengthened steel columns were up to 10% greater than plain cold form steel sections. |
| format | Article |
| id | my.uniten.dspace-30091 |
| institution | Universiti Tenaga Nasional |
| publishDate | 2023 |
| record_format | dspace |
| spelling | my.uniten.dspace-300912023-12-29T15:44:26Z Capacity assessment and design of CFRP-strengthened steel channel columns Kalavagunta S. Naganathan S. Mustapha K.N.B. 55695387900 30267872100 26032672000 Axial compression CFRP CFRP strengthening Cold formed steel This paper presents a design method (BS5950-5) to predict the allowable load carrying capacity of cold formed steel channel section strengthened by carbon fiber reformed polymer composites applied to the web of the beam. A specimen is presented to illustrate the proposed design approach. The validity of the proposed design method has been verified by comparing with the experimental test results. A series of compression tests were conducted on plain and CFRP strengthened steel sections of different geometries. This paper also contains the consequences obtained by comparing the strengths of plain and CFRP strengthened steel columns using compression test. The findings showed that the strength of CFRP strengthened steel columns were up to 10% greater than plain cold form steel sections. Final 2023-12-29T07:44:26Z 2023-12-29T07:44:26Z 2013 Article 2-s2.0-84877686112 https://www.scopus.com/inward/record.uri?eid=2-s2.0-84877686112&partnerID=40&md5=4a18873b4ff597628b02a1466581a09f https://irepository.uniten.edu.my/handle/123456789/30091 6 4 4255 4261 Scopus |
| spellingShingle | Axial compression CFRP CFRP strengthening Cold formed steel Kalavagunta S. Naganathan S. Mustapha K.N.B. Capacity assessment and design of CFRP-strengthened steel channel columns |
| title | Capacity assessment and design of CFRP-strengthened steel channel columns |
| title_full | Capacity assessment and design of CFRP-strengthened steel channel columns |
| title_fullStr | Capacity assessment and design of CFRP-strengthened steel channel columns |
| title_full_unstemmed | Capacity assessment and design of CFRP-strengthened steel channel columns |
| title_short | Capacity assessment and design of CFRP-strengthened steel channel columns |
| title_sort | capacity assessment and design of cfrp-strengthened steel channel columns |
| topic | Axial compression CFRP CFRP strengthening Cold formed steel |
| url_provider | http://dspace.uniten.edu.my/ |