Access the full text.
Sign up today, get DeepDyve free for 14 days.
K. Harries, J. Aidoo, A. Zorn, J. Quattlebaum (2006)
Deterioration of FRP-to-Concrete Bond under Failure LoadingAdvances in Structural Engineering, 9
N. Eshwar, T. Ibell, A. Nanni (2005)
Effectiveness of CFRP Strengthening on Curved Soffit RC BeamsAdvances in Structural Engineering, 8
F. Ceroni, M. Pecce, Stjin Matthys, L. Taerwe (2008)
Debonding strength and anchorage devices for reinforced concrete elements strengthened with FRP sheetsComposites Part B-engineering, 39
(2007)
Experimental study on bond between carbon fiber composite and concrete”, Proceedings of the FRPRCS8, Patras, Greece, July, pp
L. Bizindavyi, K. Neale, M. Erki (2003)
EXPERIMENTAL INVESTIGATION OF BONDED FIBER REINFORCED POLYMER-CONCRETE JOINTS UNDER CYCLIC LOADINGJournal of Composites for Construction, 7
H. Diab, Z. Wu, K. Iwashita (2009)
Theoretical Solution for Fatigue Debonding Growth and Fatigue Life Prediction of FRP-Concrete InterfacesAdvances in Structural Engineering, 12
Hunebum Ko, Yuichi Sato (2007)
Bond Stress–Slip Relationship between FRP Sheet and Concrete under Cyclic LoadJournal of Composites for Construction, 11
C. Mazzotti, M. Savoia, B. Ferracuti (2008)
An experimental study on delamination of FRP plates bonded to concreteConstruction and Building Materials, 22
C. Mazzotti, M. Savoia, B. Ferracuti (2005)
A New Set-Up for FRP-Concrete Stable Delamination TestSP-230: 7th International Symposium on Fiber-Reinforced (FRP) Polymer Reinforcement for Concrete Structures
E. Nigro, M. Ludovico, A. Bilotta (2008)
FRP-CONCRETE DEBONDING : EXPERIMENTAL TESTS UNDER CYCLIC ACTIONS
C. Mazzotti, M. Savoia, B. Ferracuti (2008)
5631 - FRP – CONCRETE DELAMINATION RESULTS ADOPTING DIFFERENT EXPERIMENTAL PURE SHEAR SETUPS
O. Rabinovitch, Y. Frostig (2006)
Fracture Mechanics Approach to Geometrically Nonlinear Debonding Problems in RC Beams Strengthened with Composite MaterialsAdvances in Structural Engineering, 9
A. Mukherjee, Mangesh Joshi (2005)
FRPC reinforced concrete beam-column joints under cyclic excitationComposite Structures, 70
K. Tan, M. Patoary, C. Roger (2003)
Anchorage Systems for Masonry Walls Strengthened with FRP Composite LaminatesJournal of Reinforced Plastics and Composites, 22
M. Savoia, C. Mazzotti, B. Ferracuti (2007)
Mode II fracture energy and interface law for FRP – concrete bonding with different concrete surface preparations
(2006)
Experimental Behaviour of R/C Columns Confined by FRP
The strengthening of concrete structures against earthquake actions is one of the most important application of FRP; nevertheless, the effect of cyclic forces on FRP – concrete bonding has been scarcely experimentally investigated. This paper presents the results of an experimental campaign on FRP-concrete specimens subject to shear cycles at very high force levels, typical of earthquake excitation. Both CFRP plate and CFRP sheet have been tested. An experimental set-up (single shear test) allowing for stable debonding process has been adopted and both strain gauges along the FRP plate and LVDT transducers have been used. The sequences of the cyclic loadings under traction have been prescribed by controlling the progression of the debonding. It is shown that the debonding force is not affected by cyclic loadings; a small degradation of the interface behaviour, with the reduction of the maximum shear stress, has been detected only after the onset of debonding. Nevertheless, this reduction, analogous to that showed by monotonic loading tests, remains constant during the development of the debonding and is not modified by further application of cyclic loads at very high force level.
Advances in Structural Engineering – SAGE
Published: Dec 1, 2009
Read and print from thousands of top scholarly journals.
Already have an account? Log in
Bookmark this article. You can see your Bookmarks on your DeepDyve Library.
To save an article, log in first, or sign up for a DeepDyve account if you don’t already have one.
Copy and paste the desired citation format or use the link below to download a file formatted for EndNote
Access the full text.
Sign up today, get DeepDyve free for 14 days.
All DeepDyve websites use cookies to improve your online experience. They were placed on your computer when you launched this website. You can change your cookie settings through your browser.