Experimental Behavior of Carbon Fiber-Reinforced Polymer (CFRP) Sheets Attached to Concrete Surfaces Using CFRP Anchors
Publication: Journal of Composites for Construction
Volume 14, Issue 2
Abstract
Fiber-reinforced polymer (FRP) composite sheets have gained popularity as a viable strengthening technique for existing reinforced concrete structures. The efficiency of the strengthening system largely depends on adequate bond between FRP sheets and the concrete substrate. In recent years, techniques to anchor FRP sheets have been proposed in applications that have limited distance to develop FRP sheet strength. One promising technique consists of fabricating and bonding FRP anchors during the FRP sheet saturation and embedding them into predrilled holes in the concrete substrate. This paper presents experimental results highlighting the complex behavior between FRP sheets and anchors. The primary failure modes that the sheet-anchor system can experience are identified. The experiments identify the main variables that influence the FRP anchor-sheet system behavior. This research contributes to the needed experimental database that will aid in future development of design recommendations of this anchorage system.
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Acknowledgments
Graduate studies for the first author were supported through a Brack Structural Engineering Graduate Student Fellowship at the University of Massachusetts Amherst. The writers express their most sincere gratitude to Mr. Robert Brack for establishing the graduate fellowship. The second writer acknowledges the support provided be the UMass Commonwealth College through an undergraduate research fellowship. In kind material donations received for specimen fabrication from Barker Steel and BASF are deeply appreciated.
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© 2010 ASCE.
History
Received: Apr 13, 2009
Accepted: Aug 26, 2009
Published online: Mar 15, 2010
Published in print: Apr 2010
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