Numerical study on shear strengthening of reinforced concrete (RC) deep beams with and without stirrups using near-surface mounted FRP bars

Near surface mounted (NSM) technique is an emerging technique for increasing the strength of reinforced concrete (RC) members. It is applied to strengthen or repair RC members. Fibre reinforced polymers (FRP) bars are commonly used through the NSM technique to strengthen RC members. However, limited...

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Bibliographic Details
Main Author: Shadhar, Mohanad Hatem
Format: Thesis
Language:English
English
English
Published: 2020
Subjects:
Online Access:http://eprints.uthm.edu.my/1177/
Abstract Abstract here
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author Shadhar, Mohanad Hatem
author_facet Shadhar, Mohanad Hatem
author_sort Shadhar, Mohanad Hatem
description Near surface mounted (NSM) technique is an emerging technique for increasing the strength of reinforced concrete (RC) members. It is applied to strengthen or repair RC members. Fibre reinforced polymers (FRP) bars are commonly used through the NSM technique to strengthen RC members. However, limited studies on NSM strengthening using FRP bars on RC deep beams are available. In this research, a numerical investigation was carried out on RC deep beams strengthened in shear with NSM-FRP bars using the ABAQUS
format Thesis
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institution Universiti Tun Hussein Onn Malaysia
language English
English
English
publishDate 2020
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spelling uthm-11772021-09-30T06:22:31Z http://eprints.uthm.edu.my/1177/ Numerical study on shear strengthening of reinforced concrete (RC) deep beams with and without stirrups using near-surface mounted FRP bars Shadhar, Mohanad Hatem TH1000-1725 Systems of building construction. Including fireproof construction, concrete construction Near surface mounted (NSM) technique is an emerging technique for increasing the strength of reinforced concrete (RC) members. It is applied to strengthen or repair RC members. Fibre reinforced polymers (FRP) bars are commonly used through the NSM technique to strengthen RC members. However, limited studies on NSM strengthening using FRP bars on RC deep beams are available. In this research, a numerical investigation was carried out on RC deep beams strengthened in shear with NSM-FRP bars using the ABAQUS 2020-11 Thesis NonPeerReviewed text en http://eprints.uthm.edu.my/1177/1/24p%20MOHANAD%20HATEM%20SHADHAR.pdf text en http://eprints.uthm.edu.my/1177/2/MOHANAD%20HATEM%20SHADHAR%20COPYRIGHT%20DECLARATION.pdf text en http://eprints.uthm.edu.my/1177/3/MOHANAD%20HATEM%20SHADHAR%20WATERMARK.pdf Shadhar, Mohanad Hatem (2020) Numerical study on shear strengthening of reinforced concrete (RC) deep beams with and without stirrups using near-surface mounted FRP bars. Doctoral thesis, Universiti Tun Hussein Onn Malaysia.
spellingShingle TH1000-1725 Systems of building construction. Including fireproof construction, concrete construction
Shadhar, Mohanad Hatem
Numerical study on shear strengthening of reinforced concrete (RC) deep beams with and without stirrups using near-surface mounted FRP bars
thesis_level PhD
title Numerical study on shear strengthening of reinforced concrete (RC) deep beams with and without stirrups using near-surface mounted FRP bars
title_full Numerical study on shear strengthening of reinforced concrete (RC) deep beams with and without stirrups using near-surface mounted FRP bars
title_fullStr Numerical study on shear strengthening of reinforced concrete (RC) deep beams with and without stirrups using near-surface mounted FRP bars
title_full_unstemmed Numerical study on shear strengthening of reinforced concrete (RC) deep beams with and without stirrups using near-surface mounted FRP bars
title_short Numerical study on shear strengthening of reinforced concrete (RC) deep beams with and without stirrups using near-surface mounted FRP bars
title_sort numerical study on shear strengthening of reinforced concrete rc deep beams with and without stirrups using near surface mounted frp bars
topic TH1000-1725 Systems of building construction. Including fireproof construction, concrete construction
url http://eprints.uthm.edu.my/1177/
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