A Mustafa
An experimental investigation into the bond-slip behaviour between CFRP composite and lightweight concrete
Mustafa, A; Weekes, L; Augusthus Nelson, L; Leach, P
Abstract
Epoxy bonded fibre reinforced polymer (FRP) composites are widely used for the retrofit of ailing reinforced concrete structures, for both shear and flexure. The behaviour of retrofitted concrete structures is governed by the bond strength and the material characteristics of the epoxy bonded FRP and the concrete. Previous studies show that lightweight concrete (LWC), which uses Pulverised Fuel Ash (Lytag) instead of coarse granite aggregates, has significantly lower tensile strength and aggregate interlock compared to normal weight concrete. Performance of shear retrofitted concrete elements is primarily governed by the aggregate interlock and tensile strength. Thus the study of FRP enhancement techniques in LWC is paramount for limit state design. Many studies have been conducted to understand the bond-slip behaviour between normal weight concrete (NWC) and FRP composites, where the increasing interfacial (shear) and normal stresses with increasing plastic deformation lead to FRP debonding and/or FRP rupture failures. This paper presents the experimental pull-off test results obtained from lightweight concrete prisms with various configurations of epoxy bonded Carbon FRP (CFRP) sheets. The experimental results show that the LWC can successfully be applied in the strengthening of lightweight concrete structures. However, the lightweight concrete prisms failed due to a diagonal crack within the concrete materials. This was due to a lower tensile strength compared to normal weight concrete specimens where peeling or rupture of FRP is the dominant failure mechanism.
Journal Article Type | Article |
---|---|
Acceptance Date | Mar 6, 2016 |
Online Publication Date | Mar 12, 2016 |
Publication Date | Jun 15, 2016 |
Deposit Date | Apr 11, 2016 |
Publicly Available Date | Mar 13, 2018 |
Journal | Construction and Building Materials |
Print ISSN | 0950-0618 |
Publisher | Elsevier |
Volume | 113 |
Pages | 15-27 |
DOI | https://doi.org/10.1016/j.conbuildmat.2016.03.032 |
Publisher URL | http://dx.doi.org/10.1016/j.conbuildmat.2016.03.032 |
Related Public URLs | http://www.journals.elsevier.com/construction-and-building-materials/ |
Files
C__Users_sgs324_Dropbox_JournalPaper_1. ExperimentPaper_Mustafa_Ready for submit paper_Resubmission.pdf
(1.9 Mb)
PDF
Licence
http://creativecommons.org/licenses/by-nc-nd/4.0/
Publisher Licence URL
http://creativecommons.org/licenses/by-nc-nd/4.0/
You might also like
Size effects in unreinforced and lightly reinforced concrete beams failing in flexure
(2021)
Journal Article
Analytical modelling of bond-slip failure between epoxy bonded FRP and concrete substrate
(2020)
Journal Article
Experimental & numerical simulation of soil boundary conditions under dynamic effects
(2018)
Presentation / Conference
Shear behaviour of lightweight concrete beams strengthened with CFRP composite
(2018)
Journal Article
Theoretical assessment of progressive collapse capacity of reinforced concrete structures
(2016)
Journal Article
Downloadable Citations
About USIR
Administrator e-mail: library-research@salford.ac.uk
This application uses the following open-source libraries:
SheetJS Community Edition
Apache License Version 2.0 (http://www.apache.org/licenses/)
PDF.js
Apache License Version 2.0 (http://www.apache.org/licenses/)
Font Awesome
SIL OFL 1.1 (http://scripts.sil.org/OFL)
MIT License (http://opensource.org/licenses/mit-license.html)
CC BY 3.0 ( http://creativecommons.org/licenses/by/3.0/)
Powered by Worktribe © 2025
Advanced Search