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Modelling of reinforced concrete beam by using plasticity approach

Reinforced concrete structure is a composite material made of fresh concrete and steel bars most commonly used in construction industry due to economic, efficiency, and strong in sustained stress. Even though reinforced concrete is widely used with many modification applied to increase the strength...

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Main Author: Mansor, Nur Fatiha Nadia
Format: Thesis
Language:English
Published: 2016
Subjects:
TA Engineering (General). Civil engineering (General)
Online Access:http://eprints.utm.my/id/eprint/53902/1/NurFatihaNadiaMFKA2016.pdf
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spelling my.utm.539022020-10-08T01:49:55Z http://eprints.utm.my/id/eprint/53902/ Modelling of reinforced concrete beam by using plasticity approach Mansor, Nur Fatiha Nadia TA Engineering (General). Civil engineering (General) Reinforced concrete structure is a composite material made of fresh concrete and steel bars most commonly used in construction industry due to economic, efficiency, and strong in sustained stress. Even though reinforced concrete is widely used with many modification applied to increase the strength and durability, structure are still exposed to failure due to limitation of plastic behaviour knowledge on concrete. The objectives of this study are to determine formula of moment-curvature and load-displacement; ultimate loads to achieve yield state, the moment-curvature and load-displacement relationships of reinforced concrete and verify the applicability of the proposed model by comparing the predicted behaviours with those observed in experimental results. This study is carried out created a model of simply-supported beam with two concentrated load in symmetrically way. MATLAB was chosen in this study to determine the plastic behaviour of concrete beam under bending load. The results on moment-curvature and load-displacement formula, ultimate loads, moment-curvature and load-displacement relationships and comparison of results are presented in this report. Based on the analysis, it is found that the moment and displacement of reinforced concrete beam is affected by load applied and plasticity behaviour of a reinforced concrete beam. Moreover, the formulation of moment-curvature and load-displacement of reinforced concrete beam is successfully developed. 2016-01 Thesis NonPeerReviewed application/pdf en http://eprints.utm.my/id/eprint/53902/1/NurFatihaNadiaMFKA2016.pdf Mansor, Nur Fatiha Nadia (2016) Modelling of reinforced concrete beam by using plasticity approach. Masters thesis, Universiti Teknologi Malaysia, Faculty of Civil Engineering. http://dms.library.utm.my:8080/vital/access/manager/Repository/vital:86549
institution Universiti Teknologi Malaysia
building UTM Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Malaysia
content_source UTM Institutional Repository
url_provider http://eprints.utm.my/
language English
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Mansor, Nur Fatiha Nadia
Modelling of reinforced concrete beam by using plasticity approach
description Reinforced concrete structure is a composite material made of fresh concrete and steel bars most commonly used in construction industry due to economic, efficiency, and strong in sustained stress. Even though reinforced concrete is widely used with many modification applied to increase the strength and durability, structure are still exposed to failure due to limitation of plastic behaviour knowledge on concrete. The objectives of this study are to determine formula of moment-curvature and load-displacement; ultimate loads to achieve yield state, the moment-curvature and load-displacement relationships of reinforced concrete and verify the applicability of the proposed model by comparing the predicted behaviours with those observed in experimental results. This study is carried out created a model of simply-supported beam with two concentrated load in symmetrically way. MATLAB was chosen in this study to determine the plastic behaviour of concrete beam under bending load. The results on moment-curvature and load-displacement formula, ultimate loads, moment-curvature and load-displacement relationships and comparison of results are presented in this report. Based on the analysis, it is found that the moment and displacement of reinforced concrete beam is affected by load applied and plasticity behaviour of a reinforced concrete beam. Moreover, the formulation of moment-curvature and load-displacement of reinforced concrete beam is successfully developed.
format Thesis
author Mansor, Nur Fatiha Nadia
author_facet Mansor, Nur Fatiha Nadia
author_sort Mansor, Nur Fatiha Nadia
title Modelling of reinforced concrete beam by using plasticity approach
title_short Modelling of reinforced concrete beam by using plasticity approach
title_full Modelling of reinforced concrete beam by using plasticity approach
title_fullStr Modelling of reinforced concrete beam by using plasticity approach
title_full_unstemmed Modelling of reinforced concrete beam by using plasticity approach
title_sort modelling of reinforced concrete beam by using plasticity approach
publishDate 2016
url http://eprints.utm.my/id/eprint/53902/1/NurFatihaNadiaMFKA2016.pdf
http://eprints.utm.my/id/eprint/53902/
http://dms.library.utm.my:8080/vital/access/manager/Repository/vital:86549
_version_ 1681489447438254080
score 13.211869

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