Flexural strengthening of steel I-beams by using CFRP strips
This paper presents the experimental and numerical studies on the carbon fibre reinforced polymer (CFRP) flexural strengthened steel I-beams. Eight steel beams were carefully chosen with the same length and different types and thicknesses of CFRP plates. Both experimental test and numerical simulati...
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International Journal of Physical Sciences
2011
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my.um.eprints.59462020-02-05T04:35:05Z http://eprints.um.edu.my/5946/ Flexural strengthening of steel I-beams by using CFRP strips Narmashiri, K. Ramli Sulong, Nor Hafizah Jumaat, Mohd Zamin TA Engineering (General). Civil engineering (General) This paper presents the experimental and numerical studies on the carbon fibre reinforced polymer (CFRP) flexural strengthened steel I-beams. Eight steel beams were carefully chosen with the same length and different types and thicknesses of CFRP plates. Both experimental test and numerical simulation were employed. In the experimental test, the gradual static loading in four-points bending method was utilized. In numerical simulation, ANSYS software in the three dimensional (3D) modeling case and nonlinear static analysis method were employed. Results show that different types and thicknesses of CFRP plates influenced the failure modes, load capacities, and strain distributions on the CFRP plates. International Journal of Physical Sciences 2011 Article PeerReviewed application/pdf en http://eprints.um.edu.my/5946/1/Flexural_strengthening_of_steel_I-beams_by_using_CFRP_strips.pdf Narmashiri, K. and Ramli Sulong, Nor Hafizah and Jumaat, Mohd Zamin (2011) Flexural strengthening of steel I-beams by using CFRP strips. International Journal of Physical Sciences, 6 (7). pp. 1620-1627. ISSN 19921950 https://www.academicjournals.org/ijps/pdf/pdf2011/4Apr/Narmashiri%20et%20al.pdf 10.5897/IJPS11.140 |
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TA Engineering (General). Civil engineering (General) Narmashiri, K. Ramli Sulong, Nor Hafizah Jumaat, Mohd Zamin Flexural strengthening of steel I-beams by using CFRP strips |
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This paper presents the experimental and numerical studies on the carbon fibre reinforced polymer (CFRP) flexural strengthened steel I-beams. Eight steel beams were carefully chosen with the same length and different types and thicknesses of CFRP plates. Both experimental test and numerical simulation were employed. In the experimental test, the gradual static loading in four-points bending method was utilized. In numerical simulation, ANSYS software in the three dimensional (3D) modeling case and nonlinear static analysis method were employed. Results show that different types and thicknesses of CFRP plates influenced the failure modes, load capacities, and strain distributions on the CFRP plates. |
format |
Article |
author |
Narmashiri, K. Ramli Sulong, Nor Hafizah Jumaat, Mohd Zamin |
author_facet |
Narmashiri, K. Ramli Sulong, Nor Hafizah Jumaat, Mohd Zamin |
author_sort |
Narmashiri, K. |
title |
Flexural strengthening of steel I-beams by using CFRP strips |
title_short |
Flexural strengthening of steel I-beams by using CFRP strips |
title_full |
Flexural strengthening of steel I-beams by using CFRP strips |
title_fullStr |
Flexural strengthening of steel I-beams by using CFRP strips |
title_full_unstemmed |
Flexural strengthening of steel I-beams by using CFRP strips |
title_sort |
flexural strengthening of steel i-beams by using cfrp strips |
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International Journal of Physical Sciences |
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2011 |
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http://eprints.um.edu.my/5946/1/Flexural_strengthening_of_steel_I-beams_by_using_CFRP_strips.pdf http://eprints.um.edu.my/5946/ https://www.academicjournals.org/ijps/pdf/pdf2011/4Apr/Narmashiri%20et%20al.pdf |
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