Analytical and experimental study on repair effectiveness of CFRP sheets for RC beams

This paper presents the results of both analytical and experimental study on the repair effectiveness of Carbon Fibre Reinforced Polymer (CFRP) sheets for RC beams with different levels of pre-repair damage severity. It highlights the effect of fixing CFRP sheets to damaged beams on the load capacit...

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Main Authors: Fayyadh, M.M., Razak, H.A.
格式: Article
語言:English
出版: 2013
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在線閱讀:http://eprints.um.edu.my/9046/1/ANALYTICAL_AND_EXPERIMENTAL_STUDY_ON_REPAIR_EFFECTIVENESS.pdf
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http://www.scopus.com/inward/record.url?eid=2-s2.0-84886133714&partnerID=40&md5=a510b9765508f36013c9424a3098a202 http://www.tandfonline.com/doi/abs/10.3846/13923730.2013.799095#.Usu2xPuA5M
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spelling my.um.eprints.90462014-10-29T06:47:45Z http://eprints.um.edu.my/9046/ Analytical and experimental study on repair effectiveness of CFRP sheets for RC beams Fayyadh, M.M. Razak, H.A. TA Engineering (General). Civil engineering (General) This paper presents the results of both analytical and experimental study on the repair effectiveness of Carbon Fibre Reinforced Polymer (CFRP) sheets for RC beams with different levels of pre-repair damage severity. It highlights the effect of fixing CFRP sheets to damaged beams on the load capacity, mid-span deflection, the steel strain and the CFRP strain and failure modes. The analytical study was based on a Finite Element (FE) model of the beam using brick and embedded bar elements for the concrete and steel reinforcement, respectively. The CFRP sheets and adhesive interface were modelled using shell elements with orthotropic material properties and incorporating the ultimate adhesive strain obtained experimentally to define the limit for debonding. In order to validate the analytical model, the FE results were compared with the results obtained from laboratory tests conducted on a control beam and three other beams subjected to different damage loads prior to repair with CFRP sheets. The results obtained showed good agreement, and this study verified the adopted approach of modelling the adhesive interface between the RC beam and the CFRP sheets using the ultimate adhesive strains obtained experimentally. © 2013 Vilnius Gediminas Technical University (VGTU) Press. 2013 Article PeerReviewed application/pdf en http://eprints.um.edu.my/9046/1/ANALYTICAL_AND_EXPERIMENTAL_STUDY_ON_REPAIR_EFFECTIVENESS.pdf Fayyadh, M.M. and Razak, H.A. (2013) Analytical and experimental study on repair effectiveness of CFRP sheets for RC beams. Journal of Civil Engineering and Management. pp. 1-11. ISSN 13923730 http://www.scopus.com/inward/record.url?eid=2-s2.0-84886133714&partnerID=40&md5=a510b9765508f36013c9424a3098a202 http://www.tandfonline.com/doi/abs/10.3846/13923730.2013.799095#.Usu2xPuA5M 10.3846/13923730.2013.799095
institution Universiti Malaya
building UM Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Malaya
content_source UM Research Repository
url_provider http://eprints.um.edu.my/
language English
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Fayyadh, M.M.
Razak, H.A.
Analytical and experimental study on repair effectiveness of CFRP sheets for RC beams
description This paper presents the results of both analytical and experimental study on the repair effectiveness of Carbon Fibre Reinforced Polymer (CFRP) sheets for RC beams with different levels of pre-repair damage severity. It highlights the effect of fixing CFRP sheets to damaged beams on the load capacity, mid-span deflection, the steel strain and the CFRP strain and failure modes. The analytical study was based on a Finite Element (FE) model of the beam using brick and embedded bar elements for the concrete and steel reinforcement, respectively. The CFRP sheets and adhesive interface were modelled using shell elements with orthotropic material properties and incorporating the ultimate adhesive strain obtained experimentally to define the limit for debonding. In order to validate the analytical model, the FE results were compared with the results obtained from laboratory tests conducted on a control beam and three other beams subjected to different damage loads prior to repair with CFRP sheets. The results obtained showed good agreement, and this study verified the adopted approach of modelling the adhesive interface between the RC beam and the CFRP sheets using the ultimate adhesive strains obtained experimentally. © 2013 Vilnius Gediminas Technical University (VGTU) Press.
format Article
author Fayyadh, M.M.
Razak, H.A.
author_facet Fayyadh, M.M.
Razak, H.A.
author_sort Fayyadh, M.M.
title Analytical and experimental study on repair effectiveness of CFRP sheets for RC beams
title_short Analytical and experimental study on repair effectiveness of CFRP sheets for RC beams
title_full Analytical and experimental study on repair effectiveness of CFRP sheets for RC beams
title_fullStr Analytical and experimental study on repair effectiveness of CFRP sheets for RC beams
title_full_unstemmed Analytical and experimental study on repair effectiveness of CFRP sheets for RC beams
title_sort analytical and experimental study on repair effectiveness of cfrp sheets for rc beams
publishDate 2013
url http://eprints.um.edu.my/9046/1/ANALYTICAL_AND_EXPERIMENTAL_STUDY_ON_REPAIR_EFFECTIVENESS.pdf
http://eprints.um.edu.my/9046/
http://www.scopus.com/inward/record.url?eid=2-s2.0-84886133714&partnerID=40&md5=a510b9765508f36013c9424a3098a202 http://www.tandfonline.com/doi/abs/10.3846/13923730.2013.799095#.Usu2xPuA5M
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