Finite element simulation of reinforced concrete deep beam with opening strengthened with FRP laminates

Deep beams are typically used in tall buildings, transfer floors and offshore structures and have a lot of advantages which make their use the most feasible option in many situations. The building codes do not give any explicit guidance to designing this type of structure with opening. furthermore t...

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Main Author:	AbdulWahab, Osama AbdulRazak
Format:	Thesis
Language:	English
Published:	2013
Subjects:	Unspecified
Online Access:	http://eprints.utm.my/id/eprint/33172/1/OsamaAbdulrazakAbdulwahabMFKA2013.pdf
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spelling	my-utm-ep.331722017-06-20T01:22:14Z Finite element simulation of reinforced concrete deep beam with opening strengthened with FRP laminates 2013 AbdulWahab, Osama AbdulRazak Unspecified Deep beams are typically used in tall buildings, transfer floors and offshore structures and have a lot of advantages which make their use the most feasible option in many situations. The building codes do not give any explicit guidance to designing this type of structure with opening. furthermore the theoretical model for concrete deep beam strength in shear compose FRP is very limited in the literature .A series of experimental tests from previous literature were carried out to investigate the behavior and performance of reinforced concrete deep beams with opening and concrete beams strengthened in shear with composite material such as steel fiber reinforced (SFR), aramid fiber reinforced polymer (AFRP), glass fiber reinforced polymer (GFRP) and carbon fiber reinforced polymer (CFRP) and others. This current study aims as developing a 3D finite element model of deep beam with opening and deep beam with opening strengthened in shear externally with CFRP sheets and analyzing them using explicit method in ANSYS. It will be used for modeling shear strength and comparison between them for load - deflection curve. The failure load and deformation that acquired from the 3D finite element model will be verified against published experimental data. That comparison between the numerical and the experimental results asserted that good correlation for the load and deflection curves was recorded, ANSYS can predict the crack patterns which it have good agreement with those observed in experimental work. Moreover numerical simulation results were obtained stress and strain in all specimen and that cannot be easily obtained in experimental tests 2013 Thesis http://eprints.utm.my/id/eprint/33172/ http://eprints.utm.my/id/eprint/33172/1/OsamaAbdulrazakAbdulwahabMFKA2013.pdf application/pdf en public http://dms.library.utm.my:8080/vital/access/manager/Repository/vital:85411?queryType=vitalDismax&query=+Finite+element+simulation+of+reinforced+concrete+deep+beam+with+opening+strengthened+with+FRP+laminates&public=true masters Universiti Teknologi Malaysia, Faculty of Civil Engineering Faculty of Civil Engineering
institution	Universiti Teknologi Malaysia
collection	UTM Institutional Repository
language	English
topic	Unspecified
spellingShingle	Unspecified AbdulWahab, Osama AbdulRazak Finite element simulation of reinforced concrete deep beam with opening strengthened with FRP laminates
description	Deep beams are typically used in tall buildings, transfer floors and offshore structures and have a lot of advantages which make their use the most feasible option in many situations. The building codes do not give any explicit guidance to designing this type of structure with opening. furthermore the theoretical model for concrete deep beam strength in shear compose FRP is very limited in the literature .A series of experimental tests from previous literature were carried out to investigate the behavior and performance of reinforced concrete deep beams with opening and concrete beams strengthened in shear with composite material such as steel fiber reinforced (SFR), aramid fiber reinforced polymer (AFRP), glass fiber reinforced polymer (GFRP) and carbon fiber reinforced polymer (CFRP) and others. This current study aims as developing a 3D finite element model of deep beam with opening and deep beam with opening strengthened in shear externally with CFRP sheets and analyzing them using explicit method in ANSYS. It will be used for modeling shear strength and comparison between them for load - deflection curve. The failure load and deformation that acquired from the 3D finite element model will be verified against published experimental data. That comparison between the numerical and the experimental results asserted that good correlation for the load and deflection curves was recorded, ANSYS can predict the crack patterns which it have good agreement with those observed in experimental work. Moreover numerical simulation results were obtained stress and strain in all specimen and that cannot be easily obtained in experimental tests
format	Thesis
qualification_level	Master's degree
author	AbdulWahab, Osama AbdulRazak
author_facet	AbdulWahab, Osama AbdulRazak
author_sort	AbdulWahab, Osama AbdulRazak
title	Finite element simulation of reinforced concrete deep beam with opening strengthened with FRP laminates
title_short	Finite element simulation of reinforced concrete deep beam with opening strengthened with FRP laminates
title_full	Finite element simulation of reinforced concrete deep beam with opening strengthened with FRP laminates
title_fullStr	Finite element simulation of reinforced concrete deep beam with opening strengthened with FRP laminates
title_full_unstemmed	Finite element simulation of reinforced concrete deep beam with opening strengthened with FRP laminates
title_sort	finite element simulation of reinforced concrete deep beam with opening strengthened with frp laminates
granting_institution	Universiti Teknologi Malaysia, Faculty of Civil Engineering
granting_department	Faculty of Civil Engineering
publishDate	2013
url	http://eprints.utm.my/id/eprint/33172/1/OsamaAbdulrazakAbdulwahabMFKA2013.pdf
_version_	1747816096949338112

Finite element simulation of reinforced concrete deep beam with opening strengthened with FRP laminates

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