Structural behaviour of cracked Pre-Tensioned (PRT) concrete beam under vertical static load / Nurul Huda Suliman

Retrofitting of concrete elements is one of the methods among numerous other methods in extending the lifespan of the structural members without undergoing the process of redesigning and reconstructing. At a certain occasion, concrete structural members are exposed to harm without a proper maintenan...

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Main Author: Suliman, Nurul Huda
Format: Thesis
Language:English
Published: 2019
Subjects:
Online Access:http://ir.uitm.edu.my/id/eprint/41510/1/41510.pdf
http://ir.uitm.edu.my/id/eprint/41510/
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Institution: Universiti Teknologi Mara
Language: English
id my.uitm.ir.41510
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spelling my.uitm.ir.415102021-02-04T03:38:17Z http://ir.uitm.edu.my/id/eprint/41510/ Structural behaviour of cracked Pre-Tensioned (PRT) concrete beam under vertical static load / Nurul Huda Suliman Suliman, Nurul Huda Mechanics of engineering. Applied mechanics Materials of engineering and construction Reinforced concrete Retrofitting of concrete elements is one of the methods among numerous other methods in extending the lifespan of the structural members without undergoing the process of redesigning and reconstructing. At a certain occasion, concrete structural members are exposed to harm without a proper maintenance which could eventually lead to structural failures. Hence to avoid, there are various types of repairing tools, materials and techniques have been developed over time depending on type of damages and how severe the damages are. In this study however, was specifically chosen a retrofitting approach by installing Carbon Fiber Reinforced Polymer (CFRP) sheets and plates on the surface of a cracked structural member of beam with the help of epoxy to adhere them and producing new composites. The CFRP is commonly known as lightweight material that produces higher tensile strength compared to mild steel. In ensuring that, this study has been decided to research on how effective does the CFRP is in the form of sheets and plates towards a cracked beam. In addition to that, as common practices in Malaysia is lack on early diagnose towards repair works, this study has purposely runs on a delayed timeframe with taking measure of the pre-crack size which considering on first visible crack and direct apply the CFRP retrofit. The effectiveness of this method were measured through Load-Displacement Relationship between controlled specimen and the retrofitted specimen with addition on Energy Loss analysis of before and after retrofitting work. Furthermore, a crack grading system developed by the Public Work Department (PWD) also had been improved. This grading system will provide ideas and information on how to carry out retrofitting works by using the appropriate repair techniques and at the right time. 2019 Thesis NonPeerReviewed text en http://ir.uitm.edu.my/id/eprint/41510/1/41510.pdf Suliman, Nurul Huda (2019) Structural behaviour of cracked Pre-Tensioned (PRT) concrete beam under vertical static load / Nurul Huda Suliman. PhD thesis, Universiti Teknologi MARA.
institution Universiti Teknologi Mara
building Tun Abdul Razak Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Mara
content_source UiTM Institutional Repository
url_provider http://ir.uitm.edu.my/
language English
topic Mechanics of engineering. Applied mechanics
Materials of engineering and construction
Reinforced concrete
spellingShingle Mechanics of engineering. Applied mechanics
Materials of engineering and construction
Reinforced concrete
Suliman, Nurul Huda
Structural behaviour of cracked Pre-Tensioned (PRT) concrete beam under vertical static load / Nurul Huda Suliman
description Retrofitting of concrete elements is one of the methods among numerous other methods in extending the lifespan of the structural members without undergoing the process of redesigning and reconstructing. At a certain occasion, concrete structural members are exposed to harm without a proper maintenance which could eventually lead to structural failures. Hence to avoid, there are various types of repairing tools, materials and techniques have been developed over time depending on type of damages and how severe the damages are. In this study however, was specifically chosen a retrofitting approach by installing Carbon Fiber Reinforced Polymer (CFRP) sheets and plates on the surface of a cracked structural member of beam with the help of epoxy to adhere them and producing new composites. The CFRP is commonly known as lightweight material that produces higher tensile strength compared to mild steel. In ensuring that, this study has been decided to research on how effective does the CFRP is in the form of sheets and plates towards a cracked beam. In addition to that, as common practices in Malaysia is lack on early diagnose towards repair works, this study has purposely runs on a delayed timeframe with taking measure of the pre-crack size which considering on first visible crack and direct apply the CFRP retrofit. The effectiveness of this method were measured through Load-Displacement Relationship between controlled specimen and the retrofitted specimen with addition on Energy Loss analysis of before and after retrofitting work. Furthermore, a crack grading system developed by the Public Work Department (PWD) also had been improved. This grading system will provide ideas and information on how to carry out retrofitting works by using the appropriate repair techniques and at the right time.
format Thesis
author Suliman, Nurul Huda
author_facet Suliman, Nurul Huda
author_sort Suliman, Nurul Huda
title Structural behaviour of cracked Pre-Tensioned (PRT) concrete beam under vertical static load / Nurul Huda Suliman
title_short Structural behaviour of cracked Pre-Tensioned (PRT) concrete beam under vertical static load / Nurul Huda Suliman
title_full Structural behaviour of cracked Pre-Tensioned (PRT) concrete beam under vertical static load / Nurul Huda Suliman
title_fullStr Structural behaviour of cracked Pre-Tensioned (PRT) concrete beam under vertical static load / Nurul Huda Suliman
title_full_unstemmed Structural behaviour of cracked Pre-Tensioned (PRT) concrete beam under vertical static load / Nurul Huda Suliman
title_sort structural behaviour of cracked pre-tensioned (prt) concrete beam under vertical static load / nurul huda suliman
publishDate 2019
url http://ir.uitm.edu.my/id/eprint/41510/1/41510.pdf
http://ir.uitm.edu.my/id/eprint/41510/
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