Investigation on end anchoring of CFRP strengthened steel I-beams

Problems that frequently occur in carbon fibre reinforced polymer (CFRP) flexural strengthened steel structures include the peeling and debonding at the tip of the CFRP plate. This paper presents a study on the effectiveness of using steel plates and bolts as end-anchors to address these problems. F...

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Main Authors:	Narmashiri, K., Jumaat, M.Z., Sulong, N.H.R.
Format:	Article
Published:	International Journal of the Physical Sciences 2010
Subjects:	TA Engineering (General). Civil engineering (General)
Online Access:	https://www.academicjournals.org/ijps/pdf/pdf2010/18%20Aug/Narmashiri%20et%20al.pdf https://www.academicjournals.org/ijps/pdf/pdf2010/18%20Aug/Narmashiri%20et%20al.pdf http://eprints.um.edu.my/5991/1/Investigation_on_end_anchoring_of_CFRP_strengthened_steel_I%2Dbeams.pdf

id	um-5991
recordtype	eprints
spelling	um-59912017-10-04T07:39:23Z Investigation on end anchoring of CFRP strengthened steel I-beams Narmashiri, K. Jumaat, M.Z. Sulong, N.H.R. TA Engineering (General). Civil engineering (General) Problems that frequently occur in carbon fibre reinforced polymer (CFRP) flexural strengthened steel structures include the peeling and debonding at the tip of the CFRP plate. This paper presents a study on the effectiveness of using steel plates and bolts as end-anchors to address these problems. Four steel I-beams were tested to failure. The first specimen was not strengthened and was used as the control beam. The second beam was strengthened with a CFRP plate without any end-anchoring. The third and fourth specimens were strengthened and end-anchored using steel plates and bolts. The number of bolts was the same, however, the length of the steel anchor plates was varied. The beams were tested under four point loads and loaded incrementally while the deflection and strain readings on the critical parts of the beams were recorded. For the numerical study, full three dimensional (3D) simulation and nonlinear static analysis was carried out using ANSYS software. The results indicate that the anchored beams had higher load capacities of up to 24 compared to the non-strengthened beam. End-anchoring with closer bolt spacing was more effective. Both experimental and numerical results are in good agreement highlighting the accuracy of the developed numerical model. International Journal of the Physical Sciences 2010 Article PeerReviewed application/pdf http://eprints.um.edu.my/5991/1/Investigation_on_end_anchoring_of_CFRP_strengthened_steel_I%2Dbeams.pdf https://www.academicjournals.org/ijps/pdf/pdf2010/18%20Aug/Narmashiri%20et%20al.pdf Narmashiri, K.; Jumaat, M.Z.; Sulong, N.H.R. (2010) Investigation on end anchoring of CFRP strengthened steel I-beams. International Journal of the Physical Sciences <http://eprints.um.edu.my/view/publication/International_Journal_of_the_Physical_Sciences.html>, 5 (9). pp. 1360-1371. ISSN 1992-1950 http://eprints.um.edu.my/5991/
repository_type	Digital Repository
institution_category	Local University
institution	University Malaya
building	UM Research Repository
collection	Online Access
topic	TA Engineering (General). Civil engineering (General)
spellingShingle	TA Engineering (General). Civil engineering (General) Narmashiri, K. Jumaat, M.Z. Sulong, N.H.R. Investigation on end anchoring of CFRP strengthened steel I-beams
description	Problems that frequently occur in carbon fibre reinforced polymer (CFRP) flexural strengthened steel structures include the peeling and debonding at the tip of the CFRP plate. This paper presents a study on the effectiveness of using steel plates and bolts as end-anchors to address these problems. Four steel I-beams were tested to failure. The first specimen was not strengthened and was used as the control beam. The second beam was strengthened with a CFRP plate without any end-anchoring. The third and fourth specimens were strengthened and end-anchored using steel plates and bolts. The number of bolts was the same, however, the length of the steel anchor plates was varied. The beams were tested under four point loads and loaded incrementally while the deflection and strain readings on the critical parts of the beams were recorded. For the numerical study, full three dimensional (3D) simulation and nonlinear static analysis was carried out using ANSYS software. The results indicate that the anchored beams had higher load capacities of up to 24 compared to the non-strengthened beam. End-anchoring with closer bolt spacing was more effective. Both experimental and numerical results are in good agreement highlighting the accuracy of the developed numerical model.
format	Article
author	Narmashiri, K. Jumaat, M.Z. Sulong, N.H.R.
author_facet	Narmashiri, K. Jumaat, M.Z. Sulong, N.H.R.
author_sort	Narmashiri, K.
title	Investigation on end anchoring of CFRP strengthened steel I-beams
title_short	Investigation on end anchoring of CFRP strengthened steel I-beams
title_full	Investigation on end anchoring of CFRP strengthened steel I-beams
title_fullStr	Investigation on end anchoring of CFRP strengthened steel I-beams
title_full_unstemmed	Investigation on end anchoring of CFRP strengthened steel I-beams
title_sort	investigation on end anchoring of cfrp strengthened steel i-beams
publisher	International Journal of the Physical Sciences
publishDate	2010
url	https://www.academicjournals.org/ijps/pdf/pdf2010/18%20Aug/Narmashiri%20et%20al.pdf https://www.academicjournals.org/ijps/pdf/pdf2010/18%20Aug/Narmashiri%20et%20al.pdf http://eprints.um.edu.my/5991/1/Investigation_on_end_anchoring_of_CFRP_strengthened_steel_I%2Dbeams.pdf
first_indexed	2018-09-05T16:56:37Z
last_indexed	2018-09-05T16:56:37Z
_version_	1610833977158926336

Investigation on end anchoring of CFRP strengthened steel I-beams

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