Cover Image

Crack based bond strength model of externally bonded steel plate and CFRP laminate to predict debonding failure of shear strengthened RC beams

Concrete beams and girders; Cracks; Debonding; Failure (mechanical); Forecasting; Prisms; Reinforced concrete; Shear flow; Software testing; Beam; CFRP laminate; Experimental program; Externally bonded; Interfacial bond strength; Reinforced concrete beams; Steel plates; Strengthened RC beams; Bond s...

Full description

Saved in:
Bibliographic Details
Main Authors: Alam M.A., Onik S.A., Mustapha K.N.B.
Other Authors: 57199298044
Format: Article
Published: Elsevier Ltd 2023
Tags: Add Tag
No Tags, Be the first to tag this record!
id my.uniten.dspace-25839
record_format dspace
spelling my.uniten.dspace-258392023-05-29T16:15:04Z Crack based bond strength model of externally bonded steel plate and CFRP laminate to predict debonding failure of shear strengthened RC beams Alam M.A. Onik S.A. Mustapha K.N.B. 57199298044 55014209000 26032672000 Concrete beams and girders; Cracks; Debonding; Failure (mechanical); Forecasting; Prisms; Reinforced concrete; Shear flow; Software testing; Beam; CFRP laminate; Experimental program; Externally bonded; Interfacial bond strength; Reinforced concrete beams; Steel plates; Strengthened RC beams; Bond strength (materials) Shear cracking can have significant effects on interfacial bond strength of externally bonded (EB) plates, and thus development of a bond strength model considering effects of cracking is vital to predict debonding failure of shear strengthened reinforced concrete (RC) beams. The main aim of this study was to develop bond strength models of EB steel plate and CFRP laminate, considering effects of cracks, to predict debonding failures of shear strengthened RC beams. In the experimental program, forty-eight RC prisms were fabricated and strengthened using steel plate and CFRP laminate; all prisms in this category were tested using a special indirect pull out test to incorporate cracks. To validate the models, four full-scale RC beams were shear strengthened using EB steel plate and CFRP laminate. Based on the results of cracked prisms, interfacial bond strength models of EB steel plate and CFRP laminate have been developed. The proposed models showed that the presence of cracks reduced the interfacial bond strengths of EB steel plate and CFRP laminate significantly, and the bond strength was also reduced because of increased length and width of EB steel plate and CFRP laminate. As compared to existing models, the proposed models showed lower interfacial bond strength of EB plates. The predicted debonding failure loads of steel plate and CFRP laminate shear strengthened RC beams using the proposed models were 3.4% and 4.7% differences when compared to experimental results, respectively. However, the models from existing research had shown significantly higher debonding failure loads as compared to those of experimental results. � 2019 Elsevier Ltd Final 2023-05-29T08:15:04Z 2023-05-29T08:15:04Z 2020 Article 10.1016/j.jobe.2019.100943 2-s2.0-85071689809 https://www.scopus.com/inward/record.uri?eid=2-s2.0-85071689809&doi=10.1016%2fj.jobe.2019.100943&partnerID=40&md5=dd9dd095035be0f7021f2b09ff9cc7b7 https://irepository.uniten.edu.my/handle/123456789/25839 27 100943 Elsevier Ltd Scopus
institution Universiti Tenaga Nasional
building UNITEN Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Tenaga Nasional
content_source UNITEN Institutional Repository
url_provider http://dspace.uniten.edu.my/
description Concrete beams and girders; Cracks; Debonding; Failure (mechanical); Forecasting; Prisms; Reinforced concrete; Shear flow; Software testing; Beam; CFRP laminate; Experimental program; Externally bonded; Interfacial bond strength; Reinforced concrete beams; Steel plates; Strengthened RC beams; Bond strength (materials)
author2 57199298044
author_facet 57199298044
Alam M.A.
Onik S.A.
Mustapha K.N.B.
format Article
author Alam M.A.
Onik S.A.
Mustapha K.N.B.
spellingShingle Alam M.A.
Onik S.A.
Mustapha K.N.B.
Crack based bond strength model of externally bonded steel plate and CFRP laminate to predict debonding failure of shear strengthened RC beams
author_sort Alam M.A.
title Crack based bond strength model of externally bonded steel plate and CFRP laminate to predict debonding failure of shear strengthened RC beams
title_short Crack based bond strength model of externally bonded steel plate and CFRP laminate to predict debonding failure of shear strengthened RC beams
title_full Crack based bond strength model of externally bonded steel plate and CFRP laminate to predict debonding failure of shear strengthened RC beams
title_fullStr Crack based bond strength model of externally bonded steel plate and CFRP laminate to predict debonding failure of shear strengthened RC beams
title_full_unstemmed Crack based bond strength model of externally bonded steel plate and CFRP laminate to predict debonding failure of shear strengthened RC beams
title_sort crack based bond strength model of externally bonded steel plate and cfrp laminate to predict debonding failure of shear strengthened rc beams
publisher Elsevier Ltd
publishDate 2023
_version_ 1806427428564762624
score 13.211869

Similar Items