Repair of Corroded RC beams using Carbon Fibre Reinforced Polymer (CFRP) Laminates
Strengthening of RC beams and Slabs for Flexural, Shear and Buckling is currently a major research task in the construction industry. The main reasons of strengthening structures are to restore and enhanced the load bearing capacity to reduce deflection at service loads, or to limit the width and...
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Universiti Teknologi PETRONAS
2006
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my-utp-utpedia.94442017-01-25T09:46:13Z http://utpedia.utp.edu.my/9444/ Repair of Corroded RC beams using Carbon Fibre Reinforced Polymer (CFRP) Laminates Dahalan, lzan Nadia T Technology (General) TA Engineering (General). Civil engineering (General) Strengthening of RC beams and Slabs for Flexural, Shear and Buckling is currently a major research task in the construction industry. The main reasons of strengthening structures are to restore and enhanced the load bearing capacity to reduce deflection at service loads, or to limit the width and distribution of cracks in concrete. Use of externally bonded Carbon Fibre Reinforced Polymer (CFRP) Laminate has proved to be one of the solutions to this problem. CFRP is adhesively bonded to surfaces of reinforced concrete beams or slabs to increase their flexural or shear capacity. To determine the flexural capacity of reinforced concrete beam that is reinforced or not reinforced by CFRP test should been done. The result is compared with the control beam and the effectiveness of CFRP as a repair method can be proved. Universiti Teknologi PETRONAS 2006-06 Final Year Project NonPeerReviewed application/pdf en http://utpedia.utp.edu.my/9444/1/2006%20Bachelor%20-%20Repair%20And%20Corroded%20Beams%20Using%20Carbon%20Fiber%20Reinforced%20Polymer%20%28CFRP%29%20Laminates.pdf Dahalan, lzan Nadia (2006) Repair of Corroded RC beams using Carbon Fibre Reinforced Polymer (CFRP) Laminates. Universiti Teknologi PETRONAS. (Unpublished) |
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T Technology (General) TA Engineering (General). Civil engineering (General) Dahalan, lzan Nadia Repair of Corroded RC beams using Carbon Fibre Reinforced Polymer (CFRP) Laminates |
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Strengthening of RC beams and Slabs for Flexural, Shear and Buckling is
currently a major research task in the construction industry. The main reasons of
strengthening structures are to restore and enhanced the load bearing capacity to reduce
deflection at service loads, or to limit the width and distribution of cracks in concrete.
Use of externally bonded Carbon Fibre Reinforced Polymer (CFRP) Laminate has
proved to be one of the solutions to this problem. CFRP is adhesively bonded to surfaces
of reinforced concrete beams or slabs to increase their flexural or shear capacity.
To determine the flexural capacity of reinforced concrete beam that is reinforced
or not reinforced by CFRP test should been done. The result is compared with the control
beam and the effectiveness of CFRP as a repair method can be proved. |
format |
Final Year Project |
author |
Dahalan, lzan Nadia |
author_facet |
Dahalan, lzan Nadia |
author_sort |
Dahalan, lzan Nadia |
title |
Repair of Corroded RC beams using Carbon Fibre Reinforced
Polymer (CFRP) Laminates |
title_short |
Repair of Corroded RC beams using Carbon Fibre Reinforced
Polymer (CFRP) Laminates |
title_full |
Repair of Corroded RC beams using Carbon Fibre Reinforced
Polymer (CFRP) Laminates |
title_fullStr |
Repair of Corroded RC beams using Carbon Fibre Reinforced
Polymer (CFRP) Laminates |
title_full_unstemmed |
Repair of Corroded RC beams using Carbon Fibre Reinforced
Polymer (CFRP) Laminates |
title_sort |
repair of corroded rc beams using carbon fibre reinforced
polymer (cfrp) laminates |
publisher |
Universiti Teknologi PETRONAS |
publishDate |
2006 |
url |
http://utpedia.utp.edu.my/9444/1/2006%20Bachelor%20-%20Repair%20And%20Corroded%20Beams%20Using%20Carbon%20Fiber%20Reinforced%20Polymer%20%28CFRP%29%20Laminates.pdf http://utpedia.utp.edu.my/9444/ |
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1739831673166495744 |
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13.211869 |