Near-surface Mounted Technology in Strengthening Reinforced Concrete Beam

Structural strengthening is essential in civil engineering to ensure the integrity, safety, and longevity of various types of structures. Effective strengthening is required to solve these issues and lengthen the service life of structures as they naturally deteriorate with time. Hence, the use of v...

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Published in:International Journal of Sustainable Construction Engineering and Technology
Main Author: Dazulhisham M.A.S.; Halim M.A.I.A.; Goh L.D.
Format: Article
Language:English
Published: Penerbit UTHM 2024
Online Access:https://www.scopus.com/inward/record.uri?eid=2-s2.0-85202748300&doi=10.30880%2fijie.2024.15.01.015&partnerID=40&md5=89fe5461b2b7c9f344937e8980cc6de2
id 2-s2.0-85202748300
spelling 2-s2.0-85202748300
Dazulhisham M.A.S.; Halim M.A.I.A.; Goh L.D.
Near-surface Mounted Technology in Strengthening Reinforced Concrete Beam
2024
International Journal of Sustainable Construction Engineering and Technology
15
1
10.30880/ijie.2024.15.01.015
https://www.scopus.com/inward/record.uri?eid=2-s2.0-85202748300&doi=10.30880%2fijie.2024.15.01.015&partnerID=40&md5=89fe5461b2b7c9f344937e8980cc6de2
Structural strengthening is essential in civil engineering to ensure the integrity, safety, and longevity of various types of structures. Effective strengthening is required to solve these issues and lengthen the service life of structures as they naturally deteriorate with time. Hence, the use of various strengthening techniques to enhance the structural integrity of existing structures and infrastructure has gained prominence in recent years. This study demonstrates how Reinforced Concrete (RC) structures may benefit from Near-Surface Mounted (NSM) technology. The demonstration involves the experimental study on the performance of three different types of RC beams; unstrengthened RC beam, RC beam strengthened with NSM procedure using a conventional steel ribbed bar, and RC beam strengthened with NSM procedure using an iron-based smart memory alloy (Fe-SMA) ribbed bar. Consequently, three RC beams were evaluated at room temperature throughout the experimental testing, while the remaining three RC beams were examined after being exposed to a 200℃ temperature exposure. The load-deflection, strain deformation and crack propagation were demonstrated to determine the behaviour of the RC beam. The experimental findings suggested that the performance of RC beams strengthened using NSM techniques was superior to that of RC beams that had not been strengthened. Although the results generally indicated a decrease in ultimate load obtained in the RC beams exposed to elevated temperature compared to RC beams tested at room temperature. It is shown that Fe-SMA RC beams performance better compared to steel strengthened RC beams. The RC beams strengthened with an Iron-based smart memory alloy ribbed bar recorded an increase in load-carrying capacity. These results demonstrate the substantial variations in load-bearing capacities among the beams and emphasise the efficiency of the strengthening application for RC beams in the constructions industry, particularly the use of iron-based smart memory alloy ribbed bars as strengthening materials. © 2024, Penerbit UTHM. All rights reserved.
Penerbit UTHM
21803242
English
Article

author Dazulhisham M.A.S.; Halim M.A.I.A.; Goh L.D.
spellingShingle Dazulhisham M.A.S.; Halim M.A.I.A.; Goh L.D.
Near-surface Mounted Technology in Strengthening Reinforced Concrete Beam
author_facet Dazulhisham M.A.S.; Halim M.A.I.A.; Goh L.D.
author_sort Dazulhisham M.A.S.; Halim M.A.I.A.; Goh L.D.
title Near-surface Mounted Technology in Strengthening Reinforced Concrete Beam
title_short Near-surface Mounted Technology in Strengthening Reinforced Concrete Beam
title_full Near-surface Mounted Technology in Strengthening Reinforced Concrete Beam
title_fullStr Near-surface Mounted Technology in Strengthening Reinforced Concrete Beam
title_full_unstemmed Near-surface Mounted Technology in Strengthening Reinforced Concrete Beam
title_sort Near-surface Mounted Technology in Strengthening Reinforced Concrete Beam
publishDate 2024
container_title International Journal of Sustainable Construction Engineering and Technology
container_volume 15
container_issue 1
doi_str_mv 10.30880/ijie.2024.15.01.015
url https://www.scopus.com/inward/record.uri?eid=2-s2.0-85202748300&doi=10.30880%2fijie.2024.15.01.015&partnerID=40&md5=89fe5461b2b7c9f344937e8980cc6de2
description Structural strengthening is essential in civil engineering to ensure the integrity, safety, and longevity of various types of structures. Effective strengthening is required to solve these issues and lengthen the service life of structures as they naturally deteriorate with time. Hence, the use of various strengthening techniques to enhance the structural integrity of existing structures and infrastructure has gained prominence in recent years. This study demonstrates how Reinforced Concrete (RC) structures may benefit from Near-Surface Mounted (NSM) technology. The demonstration involves the experimental study on the performance of three different types of RC beams; unstrengthened RC beam, RC beam strengthened with NSM procedure using a conventional steel ribbed bar, and RC beam strengthened with NSM procedure using an iron-based smart memory alloy (Fe-SMA) ribbed bar. Consequently, three RC beams were evaluated at room temperature throughout the experimental testing, while the remaining three RC beams were examined after being exposed to a 200℃ temperature exposure. The load-deflection, strain deformation and crack propagation were demonstrated to determine the behaviour of the RC beam. The experimental findings suggested that the performance of RC beams strengthened using NSM techniques was superior to that of RC beams that had not been strengthened. Although the results generally indicated a decrease in ultimate load obtained in the RC beams exposed to elevated temperature compared to RC beams tested at room temperature. It is shown that Fe-SMA RC beams performance better compared to steel strengthened RC beams. The RC beams strengthened with an Iron-based smart memory alloy ribbed bar recorded an increase in load-carrying capacity. These results demonstrate the substantial variations in load-bearing capacities among the beams and emphasise the efficiency of the strengthening application for RC beams in the constructions industry, particularly the use of iron-based smart memory alloy ribbed bars as strengthening materials. © 2024, Penerbit UTHM. All rights reserved.
publisher Penerbit UTHM
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