Flexural analysis of concrete beams longitudinally reinforced with GFRP bars using discrete element model

This paper presents experimental and analytical study related to the flexural behavior of concrete beams longitudinally reinforced with GFRP bars. The specimens consist of simply supported reinforced concrete beams with two point load. Totally 16 concrete beams includes 8 beams reinforced with st...

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Main Author:	Suki, Nauwal
Format:	Thesis
Language:	English English English
Published:	2011
Subjects:	TA Engineering (General) Civil engineering (General) TA630-695 Structural engineering (General)
Online Access:	http://eprints.uthm.edu.my/2741/1/24p%20NAUWAL%20HJ%20SUKI.pdf http://eprints.uthm.edu.my/2741/2/NAUWAL%20HJ%20SUKI%20COPYRIGHT%20DECLARATION.pdf http://eprints.uthm.edu.my/2741/3/NAUWAL%20HJ%20SUKI%20WATERMARK.pdf
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id	my-uthm-ep.2741
record_format	uketd_dc
spelling	my-uthm-ep.27412021-11-01T06:24:19Z Flexural analysis of concrete beams longitudinally reinforced with GFRP bars using discrete element model 2011-05 Suki, Nauwal TA Engineering (General). Civil engineering (General) TA630-695 Structural engineering (General) This paper presents experimental and analytical study related to the flexural behavior of concrete beams longitudinally reinforced with GFRP bars. The specimens consist of simply supported reinforced concrete beams with two point load. Totally 16 concrete beams includes 8 beams reinforced with steel and 8 beams reinforced with GFRP bars were tested to failure. Flexural capacity of the beam was observed experimentally and analytically. A computer program of cross sectional analysis using discrete element model was developed in this study to determine the flexural capacity of the beams. In addition, available stress-strain model proposed by the other researchers was used in order to simulate the behavior of material in calculation process. Finally, the flexural capacity obtained from analytical calculation was compared to that obtained from the test in term of moment-curvature curves and load deflection curves. The results show that beam reinforced with GFRP experienced larger ultimate load and larger deflection at same load level compared to beam reinforced with steel. Keyword: Reinforced concrete beams, Glass Fiber Reinforced Polymer (GFRP), Flexural capacity. 2011-05 Thesis http://eprints.uthm.edu.my/2741/ http://eprints.uthm.edu.my/2741/1/24p%20NAUWAL%20HJ%20SUKI.pdf text en public http://eprints.uthm.edu.my/2741/2/NAUWAL%20HJ%20SUKI%20COPYRIGHT%20DECLARATION.pdf text en staffonly http://eprints.uthm.edu.my/2741/3/NAUWAL%20HJ%20SUKI%20WATERMARK.pdf text en validuser mphil masters Universiti Tun Hussein Malaysia Fakulti Kejuruteraan Awam dan Alam Bina
institution	Universiti Tun Hussein Onn Malaysia
collection	UTHM Institutional Repository
language	English English English
topic	TA Engineering (General) Civil engineering (General) TA630-695 Structural engineering (General)
spellingShingle	TA Engineering (General) Civil engineering (General) TA630-695 Structural engineering (General) Suki, Nauwal Flexural analysis of concrete beams longitudinally reinforced with GFRP bars using discrete element model
description	This paper presents experimental and analytical study related to the flexural behavior of concrete beams longitudinally reinforced with GFRP bars. The specimens consist of simply supported reinforced concrete beams with two point load. Totally 16 concrete beams includes 8 beams reinforced with steel and 8 beams reinforced with GFRP bars were tested to failure. Flexural capacity of the beam was observed experimentally and analytically. A computer program of cross sectional analysis using discrete element model was developed in this study to determine the flexural capacity of the beams. In addition, available stress-strain model proposed by the other researchers was used in order to simulate the behavior of material in calculation process. Finally, the flexural capacity obtained from analytical calculation was compared to that obtained from the test in term of moment-curvature curves and load deflection curves. The results show that beam reinforced with GFRP experienced larger ultimate load and larger deflection at same load level compared to beam reinforced with steel. Keyword: Reinforced concrete beams, Glass Fiber Reinforced Polymer (GFRP), Flexural capacity.
format	Thesis
qualification_name	Master of Philosophy (M.Phil.)
qualification_level	Master's degree
author	Suki, Nauwal
author_facet	Suki, Nauwal
author_sort	Suki, Nauwal
title	Flexural analysis of concrete beams longitudinally reinforced with GFRP bars using discrete element model
title_short	Flexural analysis of concrete beams longitudinally reinforced with GFRP bars using discrete element model
title_full	Flexural analysis of concrete beams longitudinally reinforced with GFRP bars using discrete element model
title_fullStr	Flexural analysis of concrete beams longitudinally reinforced with GFRP bars using discrete element model
title_full_unstemmed	Flexural analysis of concrete beams longitudinally reinforced with GFRP bars using discrete element model
title_sort	flexural analysis of concrete beams longitudinally reinforced with gfrp bars using discrete element model
granting_institution	Universiti Tun Hussein Malaysia
granting_department	Fakulti Kejuruteraan Awam dan Alam Bina
publishDate	2011
url	http://eprints.uthm.edu.my/2741/1/24p%20NAUWAL%20HJ%20SUKI.pdf http://eprints.uthm.edu.my/2741/2/NAUWAL%20HJ%20SUKI%20COPYRIGHT%20DECLARATION.pdf http://eprints.uthm.edu.my/2741/3/NAUWAL%20HJ%20SUKI%20WATERMARK.pdf
_version_	1747830981979537408

Flexural analysis of concrete beams longitudinally reinforced with GFRP bars using discrete element model

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