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Finite element analysis on the flexural behaviour of internally pre-stressed i-beam

Many bridges will be distress after a certain life span. Larger increase in the deflection will develop and also a very deep crack may develop instantaneously if the loads are kept constant after cracking happen to the structure. Therefore, cracking and deformation characteristics of the structural...

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Main Author: Effa Syarmiza, Saharudin
Format: Undergraduates Project Papers
Language:English
Published: 2015
Subjects:
TA Engineering (General). Civil engineering (General)
Online Access:http://umpir.ump.edu.my/id/eprint/12056/1/FKKSA%20-%20EFFA%20SYARMIZA%20BT%20SAHARUDIN%20%28CD9245%29.pdf
http://umpir.ump.edu.my/id/eprint/12056/
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spelling my.ump.umpir.120562022-01-18T14:26:23Z http://umpir.ump.edu.my/id/eprint/12056/ Finite element analysis on the flexural behaviour of internally pre-stressed i-beam Effa Syarmiza, Saharudin TA Engineering (General). Civil engineering (General) Many bridges will be distress after a certain life span. Larger increase in the deflection will develop and also a very deep crack may develop instantaneously if the loads are kept constant after cracking happen to the structure. Therefore, cracking and deformation characteristics of the structural members are important in design. Deterioration of the existing bridges is mainly caused by the increased in the traffic loading on those bridges, progressive structural aging of the bridges and the corrosion of the reinforcement from various causes such as the weathering condition which has become the major causes all over the world. The traffic volumes that are coming from the heavy trucks on the bridges have risen to the level that exceeds the values design at the time of the design. Therefore, many of the bridges has suffered fatigue damage from the case of heavy traffic volume and in need of urgent repair and strengthening. The purposes of this study are to analyze the flexural behaviour of the internal pre-stressed beams under the applied loading and to investigate and evaluate the use of finite element analysis of the pre-stressed concrete beams. Result showed that the flexural behaviour of the pre-stressed beam can be varied with the different applied loading and cracking also may be happened 2015-07 Undergraduates Project Papers NonPeerReviewed pdf en http://umpir.ump.edu.my/id/eprint/12056/1/FKKSA%20-%20EFFA%20SYARMIZA%20BT%20SAHARUDIN%20%28CD9245%29.pdf Effa Syarmiza, Saharudin (2015) Finite element analysis on the flexural behaviour of internally pre-stressed i-beam. Faculty of Civil Engineering & Earth Resources, Universiti Malaysia Pahang.
institution Universiti Malaysia Pahang
building UMP Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Malaysia Pahang
content_source UMP Institutional Repository
url_provider http://umpir.ump.edu.my/
language English
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Effa Syarmiza, Saharudin
Finite element analysis on the flexural behaviour of internally pre-stressed i-beam
description Many bridges will be distress after a certain life span. Larger increase in the deflection will develop and also a very deep crack may develop instantaneously if the loads are kept constant after cracking happen to the structure. Therefore, cracking and deformation characteristics of the structural members are important in design. Deterioration of the existing bridges is mainly caused by the increased in the traffic loading on those bridges, progressive structural aging of the bridges and the corrosion of the reinforcement from various causes such as the weathering condition which has become the major causes all over the world. The traffic volumes that are coming from the heavy trucks on the bridges have risen to the level that exceeds the values design at the time of the design. Therefore, many of the bridges has suffered fatigue damage from the case of heavy traffic volume and in need of urgent repair and strengthening. The purposes of this study are to analyze the flexural behaviour of the internal pre-stressed beams under the applied loading and to investigate and evaluate the use of finite element analysis of the pre-stressed concrete beams. Result showed that the flexural behaviour of the pre-stressed beam can be varied with the different applied loading and cracking also may be happened
format Undergraduates Project Papers
author Effa Syarmiza, Saharudin
author_facet Effa Syarmiza, Saharudin
author_sort Effa Syarmiza, Saharudin
title Finite element analysis on the flexural behaviour of internally pre-stressed i-beam
title_short Finite element analysis on the flexural behaviour of internally pre-stressed i-beam
title_full Finite element analysis on the flexural behaviour of internally pre-stressed i-beam
title_fullStr Finite element analysis on the flexural behaviour of internally pre-stressed i-beam
title_full_unstemmed Finite element analysis on the flexural behaviour of internally pre-stressed i-beam
title_sort finite element analysis on the flexural behaviour of internally pre-stressed i-beam
publishDate 2015
url http://umpir.ump.edu.my/id/eprint/12056/1/FKKSA%20-%20EFFA%20SYARMIZA%20BT%20SAHARUDIN%20%28CD9245%29.pdf
http://umpir.ump.edu.my/id/eprint/12056/
_version_ 1724073453280034816
score 13.211869

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