A hybrid bonding system for improving the structural performance of FRP flexurally strengthened concrete beams

Jian-Guo Dai; Hiroshi Yokota; Tamon Ueda

doi:10.1260/136943309790327671

A hybrid bonding system for improving the structural performance of FRP flexurally strengthened concrete beams

Jian-Guo Dai^*
, Hiroshi Yokota
, Tamon Ueda

^*Corresponding author for this work

Research output: Journal Publications and Reviews › RGC 21 - Publication in refereed journal › peer-review

15 Citations (Scopus)

Abstract

In this paper results of an experimental test are presented in which eighteen notched concrete beams strengthened with carbon fiber (CF) sheets in flexure are subjected to four-point bending. The objective of the test is to seek improved bonding configurations for FRP to concrete interfaces, through which optimal flexural strengthening performance can be achieved. Two types of sheet geometries (conventional CF sheet and new CF strand sheet) and three types of adhesive bonding systems (stiff adhesive bonding, ductile adhesive bonding, and the hybrid adhesive bonding are applied in the test. Through combining the sheet geometry and adhesive bonding) system in different ways, five bonding configurations are formed as follows for comparisons: (1) conventional CF sheet + stiff adhesive bonding; (2) conventional CF sheet + ductile adhesive bonding; (3) CF strand sheet + stiff adhesive bonding; (4) CF strand sheet + ductile adhesive bonding; and (5) conventional CF sheet + hybrid adhesive bonding. Efficiencies of these bonding configurations are evaluated in terms of the serviceability limit state (SLS) and ultimate limit state (ULS) performance of strengthened beams. It is found that the new type of CF strand sheet is superior to the conventional CF sheet. In addition, the hybrid use of two types of adhesives has advantages over a single use of stiff or ductile adhesive bonding system when there is a necessity to optimize simultaneously the SLS and ULS performance.

© 2009 SAGE Publications

Original language	English
Pages (from-to)	821-832
Number of pages	12
Journal	Advances in Structural Engineering
Volume	12
Issue number	6
Online published	1 Dec 2009
DOIs	https://doi.org/10.1260/136943309790327671
Publication status	Published - Dec 2009
Externally published	Yes

Bibliographical note

Publication details (e.g. title, author(s), publication statuses and dates) are captured on an “AS IS” and “AS AVAILABLE” basis at the time of record harvesting from the data source. Suggestions for further amendments or supplementary information can be sent to [email protected].

Research Keywords

Carbon fiber sheet
Concrete beams
Ductile adhesive
Flexural strengthening
Hybrid bonding
Strand sheet

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abstract = "In this paper results of an experimental test are presented in which eighteen notched concrete beams strengthened with carbon fiber (CF) sheets in flexure are subjected to four-point bending. The objective of the test is to seek improved bonding configurations for FRP to concrete interfaces, through which optimal flexural strengthening performance can be achieved. Two types of sheet geometries (conventional CF sheet and new CF strand sheet) and three types of adhesive bonding systems (stiff adhesive bonding, ductile adhesive bonding, and the hybrid adhesive bonding are applied in the test. Through combining the sheet geometry and adhesive bonding) system in different ways, five bonding configurations are formed as follows for comparisons: (1) conventional CF sheet + stiff adhesive bonding; (2) conventional CF sheet + ductile adhesive bonding; (3) CF strand sheet + stiff adhesive bonding; (4) CF strand sheet + ductile adhesive bonding; and (5) conventional CF sheet + hybrid adhesive bonding. Efficiencies of these bonding configurations are evaluated in terms of the serviceability limit state (SLS) and ultimate limit state (ULS) performance of strengthened beams. It is found that the new type of CF strand sheet is superior to the conventional CF sheet. In addition, the hybrid use of two types of adhesives has advantages over a single use of stiff or ductile adhesive bonding system when there is a necessity to optimize simultaneously the SLS and ULS performance. {\textcopyright} 2009 SAGE Publications",

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AU - Ueda, Tamon

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N2 - In this paper results of an experimental test are presented in which eighteen notched concrete beams strengthened with carbon fiber (CF) sheets in flexure are subjected to four-point bending. The objective of the test is to seek improved bonding configurations for FRP to concrete interfaces, through which optimal flexural strengthening performance can be achieved. Two types of sheet geometries (conventional CF sheet and new CF strand sheet) and three types of adhesive bonding systems (stiff adhesive bonding, ductile adhesive bonding, and the hybrid adhesive bonding are applied in the test. Through combining the sheet geometry and adhesive bonding) system in different ways, five bonding configurations are formed as follows for comparisons: (1) conventional CF sheet + stiff adhesive bonding; (2) conventional CF sheet + ductile adhesive bonding; (3) CF strand sheet + stiff adhesive bonding; (4) CF strand sheet + ductile adhesive bonding; and (5) conventional CF sheet + hybrid adhesive bonding. Efficiencies of these bonding configurations are evaluated in terms of the serviceability limit state (SLS) and ultimate limit state (ULS) performance of strengthened beams. It is found that the new type of CF strand sheet is superior to the conventional CF sheet. In addition, the hybrid use of two types of adhesives has advantages over a single use of stiff or ductile adhesive bonding system when there is a necessity to optimize simultaneously the SLS and ULS performance. © 2009 SAGE Publications

AB - In this paper results of an experimental test are presented in which eighteen notched concrete beams strengthened with carbon fiber (CF) sheets in flexure are subjected to four-point bending. The objective of the test is to seek improved bonding configurations for FRP to concrete interfaces, through which optimal flexural strengthening performance can be achieved. Two types of sheet geometries (conventional CF sheet and new CF strand sheet) and three types of adhesive bonding systems (stiff adhesive bonding, ductile adhesive bonding, and the hybrid adhesive bonding are applied in the test. Through combining the sheet geometry and adhesive bonding) system in different ways, five bonding configurations are formed as follows for comparisons: (1) conventional CF sheet + stiff adhesive bonding; (2) conventional CF sheet + ductile adhesive bonding; (3) CF strand sheet + stiff adhesive bonding; (4) CF strand sheet + ductile adhesive bonding; and (5) conventional CF sheet + hybrid adhesive bonding. Efficiencies of these bonding configurations are evaluated in terms of the serviceability limit state (SLS) and ultimate limit state (ULS) performance of strengthened beams. It is found that the new type of CF strand sheet is superior to the conventional CF sheet. In addition, the hybrid use of two types of adhesives has advantages over a single use of stiff or ductile adhesive bonding system when there is a necessity to optimize simultaneously the SLS and ULS performance. © 2009 SAGE Publications

KW - Carbon fiber sheet

KW - Concrete beams

KW - Ductile adhesive

KW - Flexural strengthening

KW - Hybrid bonding

KW - Strand sheet

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A hybrid bonding system for improving the structural performance of FRP flexurally strengthened concrete beams

Abstract

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