Failure analysis and structural behaviour of CFRP strengthened steel I-beams

This paper reports the experimental and numerical investigations on the Carbon Fibre Reinforced Polymer (CFRP) failure analysis and structural behaviour of the CFRP flexural strengthened steel l-beams. Understanding the CFRP failure modes is useful to find solutions for preventing or retarding the f...

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Main Authors:	Narmashiri, K., Sulong, N.H.R., Jumaat, M.Z.
Format:	Article
Published:	Construction and Building Materials 2012
Subjects:	TA Engineering (General). Civil engineering (General)
Online Access:	http://ac.els-cdn.com/S0950061811006398/1-s2.0-S0950061811006398-main.pdf?_tid=b78cf404-593a-11e2-9131-00000aab0f02&acdnat=1357612129_f8cf62f093cefece37150b1af5bffb09 http://ac.els-cdn.com/S0950061811006398/1-s2.0-S0950061811006398-main.pdf?_tid=b78cf404-593a-11e2-9131-00000aab0f02&acdnat=1357612129_f8cf62f093cefece37150b1af5bffb09

id	um-5874
recordtype	eprints
spelling	um-58742017-10-04T07:55:48Z Failure analysis and structural behaviour of CFRP strengthened steel I-beams Narmashiri, K. Sulong, N.H.R. Jumaat, M.Z. TA Engineering (General). Civil engineering (General) This paper reports the experimental and numerical investigations on the Carbon Fibre Reinforced Polymer (CFRP) failure analysis and structural behaviour of the CFRP flexural strengthened steel l-beams. Understanding the CFRP failure modes is useful to find solutions for preventing or retarding the failures. One non-strengthened control beam and twelve strengthened beams using different types and dimensions of CFRP strips in both experimental test and simulation modelling studies were investigated. In the experimental test, four-point bending method with static gradual loading was applied. To simulate the specimens, the ANSYS software in full three dimensional (3D) modelling case and non-linear analysis method was utilized. The results show the CFRP failure modes used in flexural strengthening of steel l-beams include below point load splitting (BS), below point load debonding (BD), end delamination (EDL), and end debonding (ED). The occurrences and sequences of CFRP failure modes depended on the strengthening schedule. The structural performance of the CFRP strengthened steel beams also varied according to the strengthening specifications investigated in this research. Construction and Building Materials 2012 Article PeerReviewed http://ac.els-cdn.com/S0950061811006398/1-s2.0-S0950061811006398-main.pdf?_tid=b78cf404-593a-11e2-9131-00000aab0f02&acdnat=1357612129_f8cf62f093cefece37150b1af5bffb09 Narmashiri, K.; Sulong, N.H.R.; Jumaat, M.Z. (2012) Failure analysis and structural behaviour of CFRP strengthened steel I-beams. Construction and Building Materials <http://eprints.um.edu.my/view/publication/Construction_and_Building_Materials.html>, 30. pp. 1-9. ISSN 0950-0618 http://eprints.um.edu.my/5874/
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. Sulong, N.H.R. Jumaat, M.Z. Failure analysis and structural behaviour of CFRP strengthened steel I-beams
description	This paper reports the experimental and numerical investigations on the Carbon Fibre Reinforced Polymer (CFRP) failure analysis and structural behaviour of the CFRP flexural strengthened steel l-beams. Understanding the CFRP failure modes is useful to find solutions for preventing or retarding the failures. One non-strengthened control beam and twelve strengthened beams using different types and dimensions of CFRP strips in both experimental test and simulation modelling studies were investigated. In the experimental test, four-point bending method with static gradual loading was applied. To simulate the specimens, the ANSYS software in full three dimensional (3D) modelling case and non-linear analysis method was utilized. The results show the CFRP failure modes used in flexural strengthening of steel l-beams include below point load splitting (BS), below point load debonding (BD), end delamination (EDL), and end debonding (ED). The occurrences and sequences of CFRP failure modes depended on the strengthening schedule. The structural performance of the CFRP strengthened steel beams also varied according to the strengthening specifications investigated in this research.
format	Article
author	Narmashiri, K. Sulong, N.H.R. Jumaat, M.Z.
author_facet	Narmashiri, K. Sulong, N.H.R. Jumaat, M.Z.
author_sort	Narmashiri, K.
title	Failure analysis and structural behaviour of CFRP strengthened steel I-beams
title_short	Failure analysis and structural behaviour of CFRP strengthened steel I-beams
title_full	Failure analysis and structural behaviour of CFRP strengthened steel I-beams
title_fullStr	Failure analysis and structural behaviour of CFRP strengthened steel I-beams
title_full_unstemmed	Failure analysis and structural behaviour of CFRP strengthened steel I-beams
title_sort	failure analysis and structural behaviour of cfrp strengthened steel i-beams
publisher	Construction and Building Materials
publishDate	2012
url	http://ac.els-cdn.com/S0950061811006398/1-s2.0-S0950061811006398-main.pdf?_tid=b78cf404-593a-11e2-9131-00000aab0f02&acdnat=1357612129_f8cf62f093cefece37150b1af5bffb09 http://ac.els-cdn.com/S0950061811006398/1-s2.0-S0950061811006398-main.pdf?_tid=b78cf404-593a-11e2-9131-00000aab0f02&acdnat=1357612129_f8cf62f093cefece37150b1af5bffb09
first_indexed	2018-09-05T16:55:51Z
last_indexed	2018-09-05T16:55:51Z
_version_	1610833929170845696

Failure analysis and structural behaviour of CFRP strengthened steel I-beams

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