Hassen, Douread R. and Abdul Samad, Abdul Aziz and A. Azeez, Alyaa (2017) Strengthening of prism beam by using NSM technique with roots planted in concrete. International Journal of Engineering and Technology, 9 (5). pp. 383-386. ISSN 0975-4024
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Abstract
This paper presents experimental results of four prismatic concrete reinforced beam and strengthened by NSM (Near surface mounted) FRP (Fiber Reinforced Polymer) reinforced technique, with additional roots planted in the concrete. The strengthening technique causes load capacity of beams to increase from (6%-8%).A decrease in mid-span deflection was also observed from (4%-5%).Using this technique gave increasing in flexural beam resistant under the same conditions and this increasing was also noted in shear beam resistant.
Item Type: | Article |
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Uncontrolled Keywords: | Prismatic beam; Concrete; Carbon fiber reinforced polymer; Strengthening |
Subjects: | T Technology > TH Building construction T Technology > TH Building construction > TH1000-1725 Systems of building construction. Including fireproof construction, concrete construction |
Divisions: | Faculty of Civil Engineering and Built Environment > Department of Civil Engineering : Building and Construction Engineering |
Depositing User: | Miss Nur Rasyidah Rosli |
Date Deposited: | 16 Dec 2021 02:59 |
Last Modified: | 16 Dec 2021 02:59 |
URI: | http://eprints.uthm.edu.my/id/eprint/4745 |
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