Local bond-slip response of GFRP rebar in ultra-high-performance fiber-reinforced concrete

Doo Yeol Yoo; Ki Yeon Kwon; Jung Jun Park; Young Soo Yoon

doi:10.1016/j.compstruct.2014.09.055

Local bond-slip response of GFRP rebar in ultra-high-performance fiber-reinforced concrete

Doo Yeol Yoo, Ki Yeon Kwon, Jung Jun Park, Young Soo Yoon

School of Civil, Environmental and Architectural Engineering

Research output: Contribution to journal › Article › peer-review

102 Citations (Scopus)

Abstract

This study investigates the bond performance of steel and glass fiber-reinforced polymer (GFRP) rebars embedded in ultra-high-performance fiber-reinforced concrete (UHPFRC). The steel rebar showed 2.8-3.6 times higher bond strengths than the GFRP rebar and rebar yielding at embedment length of 2 times the rebar diameter. The bond failure of GFRP rebar occurred by delaminating resin and fiber in GFRP rebar, different to that of steel rebar (shearing off and crushing of concrete). For GFRP rebar, higher bond strength was obtained when a larger rebar diameter and a shorter embedment length were used, and reincrease of pull-out stress in softening branch was observed owing to wedging effect. Equations for normalized bond strength and development length of GFRP rebar embedded in UHPFRC with pull-out failure were suggested. In addition, analytical models for bond-slip response of GFRP rebar proposed in the literature were considered, and adequate parameters were derived from the present test data.

Original language	English
Pages (from-to)	53-64
Number of pages	12
Journal	Composite Structures
Volume	120
DOIs	https://doi.org/10.1016/j.compstruct.2014.09.055
Publication status	Published - 2015 Feb 1

Keywords

Analytical modeling
Bond
Development length
Glass fiber-reinforced polymer
Ultra-high-performance fiber-reinforced concrete

ASJC Scopus subject areas

Ceramics and Composites
Civil and Structural Engineering

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10.1016/j.compstruct.2014.09.055

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title = "Local bond-slip response of GFRP rebar in ultra-high-performance fiber-reinforced concrete",

abstract = "This study investigates the bond performance of steel and glass fiber-reinforced polymer (GFRP) rebars embedded in ultra-high-performance fiber-reinforced concrete (UHPFRC). The steel rebar showed 2.8-3.6 times higher bond strengths than the GFRP rebar and rebar yielding at embedment length of 2 times the rebar diameter. The bond failure of GFRP rebar occurred by delaminating resin and fiber in GFRP rebar, different to that of steel rebar (shearing off and crushing of concrete). For GFRP rebar, higher bond strength was obtained when a larger rebar diameter and a shorter embedment length were used, and reincrease of pull-out stress in softening branch was observed owing to wedging effect. Equations for normalized bond strength and development length of GFRP rebar embedded in UHPFRC with pull-out failure were suggested. In addition, analytical models for bond-slip response of GFRP rebar proposed in the literature were considered, and adequate parameters were derived from the present test data.",

keywords = "Analytical modeling, Bond, Development length, Glass fiber-reinforced polymer, Ultra-high-performance fiber-reinforced concrete",

author = "Yoo, {Doo Yeol} and Kwon, {Ki Yeon} and Park, {Jung Jun} and Yoon, {Young Soo}",

note = "Funding Information: This research was supported by a grant from a Construction Technology Research Project 13SCIPS02 (Development of impact/blast resistant HPFRCC and evaluation technique thereof) funded by the Ministry on Land, Infrastructure, and Transport. Publisher Copyright: {\textcopyright} 2014 Elsevier Ltd.",

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AU - Park, Jung Jun

AU - Yoon, Young Soo

N1 - Funding Information: This research was supported by a grant from a Construction Technology Research Project 13SCIPS02 (Development of impact/blast resistant HPFRCC and evaluation technique thereof) funded by the Ministry on Land, Infrastructure, and Transport. Publisher Copyright: © 2014 Elsevier Ltd.

PY - 2015/2/1

Y1 - 2015/2/1

N2 - This study investigates the bond performance of steel and glass fiber-reinforced polymer (GFRP) rebars embedded in ultra-high-performance fiber-reinforced concrete (UHPFRC). The steel rebar showed 2.8-3.6 times higher bond strengths than the GFRP rebar and rebar yielding at embedment length of 2 times the rebar diameter. The bond failure of GFRP rebar occurred by delaminating resin and fiber in GFRP rebar, different to that of steel rebar (shearing off and crushing of concrete). For GFRP rebar, higher bond strength was obtained when a larger rebar diameter and a shorter embedment length were used, and reincrease of pull-out stress in softening branch was observed owing to wedging effect. Equations for normalized bond strength and development length of GFRP rebar embedded in UHPFRC with pull-out failure were suggested. In addition, analytical models for bond-slip response of GFRP rebar proposed in the literature were considered, and adequate parameters were derived from the present test data.

AB - This study investigates the bond performance of steel and glass fiber-reinforced polymer (GFRP) rebars embedded in ultra-high-performance fiber-reinforced concrete (UHPFRC). The steel rebar showed 2.8-3.6 times higher bond strengths than the GFRP rebar and rebar yielding at embedment length of 2 times the rebar diameter. The bond failure of GFRP rebar occurred by delaminating resin and fiber in GFRP rebar, different to that of steel rebar (shearing off and crushing of concrete). For GFRP rebar, higher bond strength was obtained when a larger rebar diameter and a shorter embedment length were used, and reincrease of pull-out stress in softening branch was observed owing to wedging effect. Equations for normalized bond strength and development length of GFRP rebar embedded in UHPFRC with pull-out failure were suggested. In addition, analytical models for bond-slip response of GFRP rebar proposed in the literature were considered, and adequate parameters were derived from the present test data.

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Local bond-slip response of GFRP rebar in ultra-high-performance fiber-reinforced concrete

Abstract

Keywords

ASJC Scopus subject areas

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