Immediate Deflection of Pretensioned Inverted T-Beam with Circular Web Openings Strengthened with GFRP Using Response Surface Methodology

The urgent need for a web opening in the pretensioned inverted T-beams after the construction for essential services causes local cracking around the opening which leads to decrease in stiffness and load carrying capacity. Therefore, strengthening the vicinity of the opening is essential to restore...

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Main Authors:	Bashar, S. Mohammed, Cheng, Hock Tian
Format:	Article
Language:	English
Published:	Trans Tech Publications, Switzerland 2013
Subjects:	TA Engineering (General). Civil engineering (General)
Online Access:	http://umpir.ump.edu.my/id/eprint/10232/ http://umpir.ump.edu.my/id/eprint/10232/ http://umpir.ump.edu.my/id/eprint/10232/ http://umpir.ump.edu.my/id/eprint/10232/1/Immediate%20Deflection%20of%20Pretensioned%20Inverted%20T-Beam%20with%20Circular%20Web%20Openings%20Strengthened%20with%20GFRP%20Using%20Response%20Surface%20Methodology.pdf

id	ump-10232
recordtype	eprints
spelling	ump-102322018-01-16T01:10:29Z http://umpir.ump.edu.my/id/eprint/10232/ Immediate Deflection of Pretensioned Inverted T-Beam with Circular Web Openings Strengthened with GFRP Using Response Surface Methodology Bashar, S. Mohammed Cheng, Hock Tian TA Engineering (General). Civil engineering (General) The urgent need for a web opening in the pretensioned inverted T-beams after the construction for essential services causes local cracking around the opening which leads to decrease in stiffness and load carrying capacity. Therefore, strengthening the vicinity of the opening is essential to restore the loss in load carrying capacity of the beam using GFRP. To study the deflection of pretentioned inverted T-beam with web opening, three-dimensional finite element beam models are developed before and after GFRP strengthening using the finite element analysis (FEA). Modeling methodology and nonlinear analysis approach in ANSYS are presented. The results obtained from the FEA beam model are compared with the test data in terms of load-deflection curve. It has been concluded that FEA models are good representations for GFRP strengthened beams with web openings in terms of the number of elements, structural details, and, especially, reasonably accurate results in general. Trans Tech Publications, Switzerland 2013 Article PeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/10232/1/Immediate%20Deflection%20of%20Pretensioned%20Inverted%20T-Beam%20with%20Circular%20Web%20Openings%20Strengthened%20with%20GFRP%20Using%20Response%20Surface%20Methodology.pdf Bashar, S. Mohammed and Cheng, Hock Tian (2013) Immediate Deflection of Pretensioned Inverted T-Beam with Circular Web Openings Strengthened with GFRP Using Response Surface Methodology. Key Engineering Materials, 594/95. pp. 516-520. ISSN 1013-9826 (print); 1662-9795 (online) http://www.scientific.net/KEM.594-595.516 doi: 10.4028/www.scientific.net/KEM.594-595.516
repository_type	Digital Repository
institution_category	Local University
institution	Universiti Malaysia Pahang
building	UMP Institutional Repository
collection	Online Access
language	English
topic	TA Engineering (General). Civil engineering (General)
spellingShingle	TA Engineering (General). Civil engineering (General) Bashar, S. Mohammed Cheng, Hock Tian Immediate Deflection of Pretensioned Inverted T-Beam with Circular Web Openings Strengthened with GFRP Using Response Surface Methodology
description	The urgent need for a web opening in the pretensioned inverted T-beams after the construction for essential services causes local cracking around the opening which leads to decrease in stiffness and load carrying capacity. Therefore, strengthening the vicinity of the opening is essential to restore the loss in load carrying capacity of the beam using GFRP. To study the deflection of pretentioned inverted T-beam with web opening, three-dimensional finite element beam models are developed before and after GFRP strengthening using the finite element analysis (FEA). Modeling methodology and nonlinear analysis approach in ANSYS are presented. The results obtained from the FEA beam model are compared with the test data in terms of load-deflection curve. It has been concluded that FEA models are good representations for GFRP strengthened beams with web openings in terms of the number of elements, structural details, and, especially, reasonably accurate results in general.
format	Article
author	Bashar, S. Mohammed Cheng, Hock Tian
author_facet	Bashar, S. Mohammed Cheng, Hock Tian
author_sort	Bashar, S. Mohammed
title	Immediate Deflection of Pretensioned Inverted T-Beam with Circular Web Openings Strengthened with GFRP Using Response Surface Methodology
title_short	Immediate Deflection of Pretensioned Inverted T-Beam with Circular Web Openings Strengthened with GFRP Using Response Surface Methodology
title_full	Immediate Deflection of Pretensioned Inverted T-Beam with Circular Web Openings Strengthened with GFRP Using Response Surface Methodology
title_fullStr	Immediate Deflection of Pretensioned Inverted T-Beam with Circular Web Openings Strengthened with GFRP Using Response Surface Methodology
title_full_unstemmed	Immediate Deflection of Pretensioned Inverted T-Beam with Circular Web Openings Strengthened with GFRP Using Response Surface Methodology
title_sort	immediate deflection of pretensioned inverted t-beam with circular web openings strengthened with gfrp using response surface methodology
publisher	Trans Tech Publications, Switzerland
publishDate	2013
url	http://umpir.ump.edu.my/id/eprint/10232/ http://umpir.ump.edu.my/id/eprint/10232/ http://umpir.ump.edu.my/id/eprint/10232/ http://umpir.ump.edu.my/id/eprint/10232/1/Immediate%20Deflection%20of%20Pretensioned%20Inverted%20T-Beam%20with%20Circular%20Web%20Openings%20Strengthened%20with%20GFRP%20Using%20Response%20Surface%20Methodology.pdf
first_indexed	2023-09-18T22:09:37Z
last_indexed	2023-09-18T22:09:37Z
_version_	1777414940065267712

Immediate Deflection of Pretensioned Inverted T-Beam with Circular Web Openings Strengthened with GFRP Using Response Surface Methodology

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