Strengthening of prism beam by using NSM technique with roots planted in concrete

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...

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Main Authors: Hassen, Douread R., Abdul Samad, Abdul Aziz, A. Azeez, Alyaa
Format: Article
Language:en
Published: Science Publishing Corporation 2017
Subjects:
Online Access:http://eprints.uthm.edu.my/4745/1/AJ%202017%20%28609%29.pdf
http://eprints.uthm.edu.my/4745/
https://dx.doi.org/10.7763/IJET.2017.V9.1003
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author Hassen, Douread R.
Abdul Samad, Abdul Aziz
A. Azeez, Alyaa
author_facet Hassen, Douread R.
Abdul Samad, Abdul Aziz
A. Azeez, Alyaa
author_sort Hassen, Douread R.
building UTHM Library
collection Institutional Repository
content_provider Universiti Tun Hussein Onn Malaysia
content_source UTHM Institutional Repository
continent Asia
country Malaysia
description 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.
format Article
id my.uthm.eprints-4745
institution Universiti Tun Hussein Onn Malaysia
language en
publishDate 2017
publisher Science Publishing Corporation
record_format eprints
spelling my.uthm.eprints-47452021-12-16T02:59:03Z http://eprints.uthm.edu.my/4745/ Strengthening of prism beam by using NSM technique with roots planted in concrete Hassen, Douread R. Abdul Samad, Abdul Aziz A. Azeez, Alyaa TH Building construction TH1000-1725 Systems of building construction. Including fireproof construction, concrete construction 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. Science Publishing Corporation 2017 Article PeerReviewed text en http://eprints.uthm.edu.my/4745/1/AJ%202017%20%28609%29.pdf 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 https://dx.doi.org/10.7763/IJET.2017.V9.1003
spellingShingle TH Building construction
TH1000-1725 Systems of building construction. Including fireproof construction, concrete construction
Hassen, Douread R.
Abdul Samad, Abdul Aziz
A. Azeez, Alyaa
Strengthening of prism beam by using NSM technique with roots planted in concrete
title Strengthening of prism beam by using NSM technique with roots planted in concrete
title_full Strengthening of prism beam by using NSM technique with roots planted in concrete
title_fullStr Strengthening of prism beam by using NSM technique with roots planted in concrete
title_full_unstemmed Strengthening of prism beam by using NSM technique with roots planted in concrete
title_short Strengthening of prism beam by using NSM technique with roots planted in concrete
title_sort strengthening of prism beam by using nsm technique with roots planted in concrete
topic TH Building construction
TH1000-1725 Systems of building construction. Including fireproof construction, concrete construction
url http://eprints.uthm.edu.my/4745/1/AJ%202017%20%28609%29.pdf
http://eprints.uthm.edu.my/4745/
https://dx.doi.org/10.7763/IJET.2017.V9.1003
url_provider http://eprints.uthm.edu.my/