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Fire resistance performance of FRP rebar reinforced concrete columns.

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Fire resistance performance of FRP rebar reinforced concrete columns. / Wang, H; Zha, Xiaoxiong; Ye, Jianqiao.
In: International Journal of Concrete Structures and Materials, Vol. 3, No. 2, 2009, p. 111-117.

Research output: Contribution to Journal/Magazine › Journal article › peer-review

Harvard

Wang, H, Zha, X & Ye, J 2009, 'Fire resistance performance of FRP rebar reinforced concrete columns.', International Journal of Concrete Structures and Materials, vol. 3, no. 2, pp. 111-117. https://doi.org/10.4334/IJCSM.2009.3.2.111

APA

Wang, H., Zha, X., & Ye, J. (2009). Fire resistance performance of FRP rebar reinforced concrete columns. International Journal of Concrete Structures and Materials, 3(2), 111-117. https://doi.org/10.4334/IJCSM.2009.3.2.111

Vancouver

Wang H, Zha X, Ye J. Fire resistance performance of FRP rebar reinforced concrete columns. International Journal of Concrete Structures and Materials. 2009;3(2):111-117. doi: 10.4334/IJCSM.2009.3.2.111

Author

Wang, H ; Zha, Xiaoxiong ; Ye, Jianqiao. / Fire resistance performance of FRP rebar reinforced concrete columns. In: International Journal of Concrete Structures and Materials. 2009 ; Vol. 3, No. 2. pp. 111-117.

Bibtex

@article{2d204c1018834543902c5df5eabfbc98,
title = "Fire resistance performance of FRP rebar reinforced concrete columns.",
abstract = "Concrete columns reinforced with Fibre Reinforced Polymer (FRP) rebar have been increasingly used in civil engineering applications, while the research on fire resistance of such structural members is still very limited. In this paper, attempts are made to predict temperature distribution and mechanical performance of FRP rebar reinforced concrete columns in fire. The effect of concrete cover and section size on fire resistance time is studied by the finite element method. Based on a parametric study, a simple empirical formula to predict fire resistance time is proposed for possible adoption in fire resistance design.",
author = "H Wang and Xiaoxiong Zha and Jianqiao Ye",
year = "2009",
doi = "10.4334/IJCSM.2009.3.2.111",
language = "English",
volume = "3",
pages = "111--117",
journal = "International Journal of Concrete Structures and Materials",
issn = "2234-1315",
publisher = "Springer Science + Business Media",
number = "2",

}

RIS

TY - JOUR

T1 - Fire resistance performance of FRP rebar reinforced concrete columns.

AU - Wang, H

AU - Zha, Xiaoxiong

AU - Ye, Jianqiao

PY - 2009

Y1 - 2009

N2 - Concrete columns reinforced with Fibre Reinforced Polymer (FRP) rebar have been increasingly used in civil engineering applications, while the research on fire resistance of such structural members is still very limited. In this paper, attempts are made to predict temperature distribution and mechanical performance of FRP rebar reinforced concrete columns in fire. The effect of concrete cover and section size on fire resistance time is studied by the finite element method. Based on a parametric study, a simple empirical formula to predict fire resistance time is proposed for possible adoption in fire resistance design.

AB - Concrete columns reinforced with Fibre Reinforced Polymer (FRP) rebar have been increasingly used in civil engineering applications, while the research on fire resistance of such structural members is still very limited. In this paper, attempts are made to predict temperature distribution and mechanical performance of FRP rebar reinforced concrete columns in fire. The effect of concrete cover and section size on fire resistance time is studied by the finite element method. Based on a parametric study, a simple empirical formula to predict fire resistance time is proposed for possible adoption in fire resistance design.

U2 - 10.4334/IJCSM.2009.3.2.111

DO - 10.4334/IJCSM.2009.3.2.111

M3 - Journal article

VL - 3

SP - 111

EP - 117

JO - International Journal of Concrete Structures and Materials

JF - International Journal of Concrete Structures and Materials

SN - 2234-1315

IS - 2

ER -