UTHM Institutional Repository

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

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 17938236

Full text not available from this repository.

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
Uncontrolled Keywords: Prismatic beam; concrete; carbon fiber reinforced polymer; strengthening
Subjects: T Technology > TA Engineering (General). Civil engineering (General) > TA630-695 Structural engineering (General)
Divisions: Faculty of Civil and Environmental Engineering > Department of Structural and Material Engineering
Depositing User: Mr. Mohammad Shaifulrip Ithnin
Date Deposited: 16 Jan 2019 08:01
Last Modified: 16 Jan 2019 08:01
URI: http://eprints.uthm.edu.my/id/eprint/10543
Statistic Details: View Download Statistic

Actions (login required)

View Item View Item