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An investigation on the stress transfer in concrete beams bonded with FRP plates

Research output: Contribution in Book/Report/Proceedings - With ISBN/ISSN › Conference contribution/Paper › peer-review

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An investigation on the stress transfer in concrete beams bonded with FRP plates. / Ye, J Q ; Yang, J .
Bond Behaviour of FRP in Structures: Proceedings of the International Symposium BBFS 2005. ed. / JF Chen; JG Teng. HONG KONG: IIFC SECRETARIAT, 2005. p. 183-188.

Research output: Contribution in Book/Report/Proceedings - With ISBN/ISSN › Conference contribution/Paper › peer-review

Harvard

Ye, JQ & Yang, J 2005, An investigation on the stress transfer in concrete beams bonded with FRP plates. in JF Chen & JG Teng (eds), Bond Behaviour of FRP in Structures: Proceedings of the International Symposium BBFS 2005. IIFC SECRETARIAT, HONG KONG, pp. 183-188, International Symposium on Bond Behaviour of FRP in Structures, Hong Kong, 7/12/05.

APA

Ye, J. Q., & Yang, J. (2005). An investigation on the stress transfer in concrete beams bonded with FRP plates. In JF. Chen, & JG. Teng (Eds.), Bond Behaviour of FRP in Structures: Proceedings of the International Symposium BBFS 2005 (pp. 183-188). IIFC SECRETARIAT.

Vancouver

Ye JQ, Yang J. An investigation on the stress transfer in concrete beams bonded with FRP plates. In Chen JF, Teng JG, editors, Bond Behaviour of FRP in Structures: Proceedings of the International Symposium BBFS 2005. HONG KONG: IIFC SECRETARIAT. 2005. p. 183-188

Author

Ye, J Q ; Yang, J . / An investigation on the stress transfer in concrete beams bonded with FRP plates. Bond Behaviour of FRP in Structures: Proceedings of the International Symposium BBFS 2005. editor / JF Chen ; JG Teng. HONG KONG : IIFC SECRETARIAT, 2005. pp. 183-188

Bibtex

@inproceedings{9d66fb64b6aa4f3eb3f08d67c18dbf4d,
title = "An investigation on the stress transfer in concrete beams bonded with FRP plates",
abstract = "Strengthening of concrete beams by the external plate bonding technique has become an increasingly important research area over the last two decades, especially with the increasing applications of the advanced fibre reinforced composites. Unlike the un-strengthened beams, the composite structure shows an undesirable failure of plate debonding. It has been well recognized that the central to this failure mode is the stress concentration at the plate end. This paper reports a novel interfacial stress formulation for the FRP bonded RC beams subjected to arbitrary loadings. It is featured as a compact formulation with improved accuracy. Numerical solutions are given to compare the simplified solutions with those obtained from more rigorous formulations and alternative solutions",
author = "Ye, {J Q} and J Yang",
year = "2005",
language = "English",
isbn = "9623675062",
pages = "183--188",
editor = "JF Chen and JG Teng",
booktitle = "Bond Behaviour of FRP in Structures: Proceedings of the International Symposium BBFS 2005",
publisher = "IIFC SECRETARIAT",
note = "International Symposium on Bond Behaviour of FRP in Structures ; Conference date: 07-12-2005 Through 09-12-2005",

}

RIS

TY - GEN

T1 - An investigation on the stress transfer in concrete beams bonded with FRP plates

AU - Ye, J Q

AU - Yang, J

PY - 2005

Y1 - 2005

N2 - Strengthening of concrete beams by the external plate bonding technique has become an increasingly important research area over the last two decades, especially with the increasing applications of the advanced fibre reinforced composites. Unlike the un-strengthened beams, the composite structure shows an undesirable failure of plate debonding. It has been well recognized that the central to this failure mode is the stress concentration at the plate end. This paper reports a novel interfacial stress formulation for the FRP bonded RC beams subjected to arbitrary loadings. It is featured as a compact formulation with improved accuracy. Numerical solutions are given to compare the simplified solutions with those obtained from more rigorous formulations and alternative solutions

AB - Strengthening of concrete beams by the external plate bonding technique has become an increasingly important research area over the last two decades, especially with the increasing applications of the advanced fibre reinforced composites. Unlike the un-strengthened beams, the composite structure shows an undesirable failure of plate debonding. It has been well recognized that the central to this failure mode is the stress concentration at the plate end. This paper reports a novel interfacial stress formulation for the FRP bonded RC beams subjected to arbitrary loadings. It is featured as a compact formulation with improved accuracy. Numerical solutions are given to compare the simplified solutions with those obtained from more rigorous formulations and alternative solutions

M3 - Conference contribution/Paper

SN - 9623675062

SP - 183

EP - 188

BT - Bond Behaviour of FRP in Structures: Proceedings of the International Symposium BBFS 2005

A2 - Chen, JF

A2 - Teng, JG

PB - IIFC SECRETARIAT

CY - HONG KONG

T2 - International Symposium on Bond Behaviour of FRP in Structures

Y2 - 7 December 2005 through 9 December 2005

ER -