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Strength and fracture resistance of FRP reinforced concrete flexural members

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Strength and fracture resistance of FRP reinforced concrete flexural members. / Wu, Z J ; Ye, J Q .
In: Cement and Concrete Composites, Vol. 25, No. 2, 02.2003, p. 253-261.

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

Harvard

Wu, ZJ & Ye, JQ 2003, 'Strength and fracture resistance of FRP reinforced concrete flexural members', Cement and Concrete Composites, vol. 25, no. 2, pp. 253-261. https://doi.org/10.1016/S0958-9465(02)00015-X

APA

Wu, Z. J., & Ye, J. Q. (2003). Strength and fracture resistance of FRP reinforced concrete flexural members. Cement and Concrete Composites, 25(2), 253-261. https://doi.org/10.1016/S0958-9465(02)00015-X

Vancouver

Wu ZJ, Ye JQ. Strength and fracture resistance of FRP reinforced concrete flexural members. Cement and Concrete Composites. 2003 Feb;25(2):253-261. doi: 10.1016/S0958-9465(02)00015-X

Author

Wu, Z J ; Ye, J Q . / Strength and fracture resistance of FRP reinforced concrete flexural members. In: Cement and Concrete Composites. 2003 ; Vol. 25, No. 2. pp. 253-261.

Bibtex

@article{0d5b1804af154e4babef652d617b539d,
title = "Strength and fracture resistance of FRP reinforced concrete flexural members",
abstract = "A theoretical method to predict the loading capacity and fracture resistance of FRP reinforced concrete flexural beams is developed. No slip between FRP rods and plain concrete matrix is assumed and only Mode I fracture propagation is considered. The model is valid for any crack length and for any span-to-depth ratio larger than 2.5. The influence of the bridging stresses provided by the fracture process zone at the tip of fictitious fracture is examined. The numerical results are compared with existing experimental results which were obtained for steel reinforcement. ",
keywords = "Mode I fracture, FRP rod , Concrete beam , Fracture resistance",
author = "Wu, {Z J} and Ye, {J Q}",
year = "2003",
month = feb,
doi = "10.1016/S0958-9465(02)00015-X",
language = "English",
volume = "25",
pages = "253--261",
journal = "Cement and Concrete Composites",
issn = "0958-9465",
publisher = "Elsevier Limited",
number = "2",

}

RIS

TY - JOUR

T1 - Strength and fracture resistance of FRP reinforced concrete flexural members

AU - Wu, Z J

AU - Ye, J Q

PY - 2003/2

Y1 - 2003/2

N2 - A theoretical method to predict the loading capacity and fracture resistance of FRP reinforced concrete flexural beams is developed. No slip between FRP rods and plain concrete matrix is assumed and only Mode I fracture propagation is considered. The model is valid for any crack length and for any span-to-depth ratio larger than 2.5. The influence of the bridging stresses provided by the fracture process zone at the tip of fictitious fracture is examined. The numerical results are compared with existing experimental results which were obtained for steel reinforcement. 

AB - A theoretical method to predict the loading capacity and fracture resistance of FRP reinforced concrete flexural beams is developed. No slip between FRP rods and plain concrete matrix is assumed and only Mode I fracture propagation is considered. The model is valid for any crack length and for any span-to-depth ratio larger than 2.5. The influence of the bridging stresses provided by the fracture process zone at the tip of fictitious fracture is examined. The numerical results are compared with existing experimental results which were obtained for steel reinforcement. 

KW - Mode I fracture

KW - FRP rod

KW - Concrete beam

KW - Fracture resistance

U2 - 10.1016/S0958-9465(02)00015-X

DO - 10.1016/S0958-9465(02)00015-X

M3 - Journal article

VL - 25

SP - 253

EP - 261

JO - Cement and Concrete Composites

JF - Cement and Concrete Composites

SN - 0958-9465

IS - 2

ER -