eprintid: 694
rev_number: 2
eprint_status: archive
userid: 1
dir: disk0/00/00/06/94
datestamp: 2023-11-09 15:48:50
lastmod: 2023-11-09 15:48:50
status_changed: 2023-11-09 15:22:58
type: article
metadata_visibility: show
creators_name: Mahmoud, L.
creators_name: Shafiq, N.
creators_name: Nureldin, M.F.
creators_name: Thanoon, A.M.W.
title: Fatigue behaviour of CFRP concrete joints under shear
ispublished: pub
keywords: Carbon fiber reinforced plastics; Carbon fibers; Fatigue of materials; Fiber reinforced plastics; Materials testing; Reinforced concrete; Shear stress; Stress analysis, Carbon fibre reinforced polymer; Concrete interface; Cyclic shear loading; Experimental set up; Fatigue behaviour; Mathematical formulation; Strength and testing of materials; Structural concretes, Stiffness, carbon; concrete structure; cyclic loading; fatigue; polymer; reinforced concrete; shear strength; shear stress; stiffness; stress analysis
note: cited By 3
abstract: This paper proposes a new methodology for determining stiffness and degradation of stiffness at the interface between externally bonded carbon-fibre-reinforced polymer (CFRP) and structural concrete under cyclic shear loading. In this paper an experimental programme consisting of 14 push-off specimens has been conducted. The CFRP composite strips were used to strengthen concrete externally at a known failure plane to resist shear stresses in shear friction. The test set-up and supports were designed such that there is a direct shear at the CFRP-to-concrete interface. This paper describes the experimental set-up and test parameters. Experimental results for cyclic bond stress-slip behaviour, mathematical formulations for stiffness of interface and its degradation as the number of cycles increased have been obtained and discussed.
date: 2009
publisher: ICE Publishing Ltd
official_url: https://www.scopus.com/inward/record.uri?eid=2-s2.0-77957700133&doi=10.1680%2fstbu.2009.162.5.355&partnerID=40&md5=c6ba00d3a5089e28d4e11c4e0a0d9e28
id_number: 10.1680/stbu.2009.162.5.355
full_text_status: none
publication: Proceedings of the Institution of Civil Engineers: Structures and Buildings
volume: 162
number: 5
pagerange: 355-364
refereed: TRUE
issn: 09650911
citation:   Mahmoud, L. and Shafiq, N. and Nureldin, M.F. and Thanoon, A.M.W.  (2009) Fatigue behaviour of CFRP concrete joints under shear.  Proceedings of the Institution of Civil Engineers: Structures and Buildings, 162 (5).  pp. 355-364.  ISSN 09650911