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 English English
Published:	2015
Subjects:	TA Engineering (General). Civil engineering (General)
Online Access:	http://umpir.ump.edu.my/id/eprint/12056/ http://umpir.ump.edu.my/id/eprint/12056/ 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/12056/2/FKKSA%20-%20EFFA%20SYARMIZA%20BT%20SAHARUDIN%20%28CD9245%29%20-%20CHAP%201.pdf http://umpir.ump.edu.my/id/eprint/12056/3/FKKSA%20-%20EFFA%20SYARMIZA%20BT%20SAHARUDIN%20%28CD9245%29%20-%20CHAP%203.pdf

id	ump-12056
recordtype	eprints
spelling	ump-120562016-03-16T07:03:03Z 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 application/pdf en http://umpir.ump.edu.my/id/eprint/12056/1/FKKSA%20-%20EFFA%20SYARMIZA%20BT%20SAHARUDIN%20%28CD9245%29.pdf application/pdf en http://umpir.ump.edu.my/id/eprint/12056/2/FKKSA%20-%20EFFA%20SYARMIZA%20BT%20SAHARUDIN%20%28CD9245%29%20-%20CHAP%201.pdf application/pdf en http://umpir.ump.edu.my/id/eprint/12056/3/FKKSA%20-%20EFFA%20SYARMIZA%20BT%20SAHARUDIN%20%28CD9245%29%20-%20CHAP%203.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. http://iportal.ump.edu.my/lib/item?id=chamo:92139&theme=UMP2
repository_type	Digital Repository
institution_category	Local University
institution	Universiti Malaysia Pahang
building	UMP Institutional Repository
collection	Online Access
language	English English 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/ http://umpir.ump.edu.my/id/eprint/12056/ 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/12056/2/FKKSA%20-%20EFFA%20SYARMIZA%20BT%20SAHARUDIN%20%28CD9245%29%20-%20CHAP%201.pdf http://umpir.ump.edu.my/id/eprint/12056/3/FKKSA%20-%20EFFA%20SYARMIZA%20BT%20SAHARUDIN%20%28CD9245%29%20-%20CHAP%203.pdf
first_indexed	2023-09-18T22:13:16Z
last_indexed	2023-09-18T22:13:16Z
_version_	1777415169188560896

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

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