Fire performance of concrete beams reinforced with FRP bars

A Nadjai, D Talamona, F Ali

Research output: Chapter in Book/Report/Conference proceedingChapter

19 Citations (Scopus)

Abstract

The fire resistance of concrete members reinforced with fibre reinforced polymer (FRP) rebars is extremely crucial area that needs to be investigated prior to implementing FRP composite materials in buildings. This work analyses the structural behaviour of concrete beams reinforced with hybrid FRP and steel reinforcements at elevated temperatures. The slice approach model was used and validated against experimental data for reinforced concrete beams with FRP available in the literature. Good agreement with experimental results has been obtained at room temperature as well as at elevated temperatures.
LanguageEnglish
Title of host publicationBOND BEHAVIOUR OF FRP IN STRUCTURES
Pages401-410
Publication statusPublished - 2005

Fingerprint

Fires
Concretes
Fibers
Polymers
Fire resistance
Temperature
Reinforced concrete
Reinforcement
Steel
Composite materials

Cite this

Nadjai, A., Talamona, D., & Ali, F. (2005). Fire performance of concrete beams reinforced with FRP bars. In BOND BEHAVIOUR OF FRP IN STRUCTURES (pp. 401-410)
Nadjai, A ; Talamona, D ; Ali, F. / Fire performance of concrete beams reinforced with FRP bars. BOND BEHAVIOUR OF FRP IN STRUCTURES. 2005. pp. 401-410
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abstract = "The fire resistance of concrete members reinforced with fibre reinforced polymer (FRP) rebars is extremely crucial area that needs to be investigated prior to implementing FRP composite materials in buildings. This work analyses the structural behaviour of concrete beams reinforced with hybrid FRP and steel reinforcements at elevated temperatures. The slice approach model was used and validated against experimental data for reinforced concrete beams with FRP available in the literature. Good agreement with experimental results has been obtained at room temperature as well as at elevated temperatures.",
author = "A Nadjai and D Talamona and F Ali",
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Nadjai, A, Talamona, D & Ali, F 2005, Fire performance of concrete beams reinforced with FRP bars. in BOND BEHAVIOUR OF FRP IN STRUCTURES. pp. 401-410.

Fire performance of concrete beams reinforced with FRP bars. / Nadjai, A; Talamona, D; Ali, F.

BOND BEHAVIOUR OF FRP IN STRUCTURES. 2005. p. 401-410.

Research output: Chapter in Book/Report/Conference proceedingChapter

TY - CHAP

T1 - Fire performance of concrete beams reinforced with FRP bars

AU - Nadjai, A

AU - Talamona, D

AU - Ali, F

N1 - International Symposium on Bond Behaviour of FRP in Structures, Hong Kong, PEOPLES R CHINA, DEC 07-09, 2005

PY - 2005

Y1 - 2005

N2 - The fire resistance of concrete members reinforced with fibre reinforced polymer (FRP) rebars is extremely crucial area that needs to be investigated prior to implementing FRP composite materials in buildings. This work analyses the structural behaviour of concrete beams reinforced with hybrid FRP and steel reinforcements at elevated temperatures. The slice approach model was used and validated against experimental data for reinforced concrete beams with FRP available in the literature. Good agreement with experimental results has been obtained at room temperature as well as at elevated temperatures.

AB - The fire resistance of concrete members reinforced with fibre reinforced polymer (FRP) rebars is extremely crucial area that needs to be investigated prior to implementing FRP composite materials in buildings. This work analyses the structural behaviour of concrete beams reinforced with hybrid FRP and steel reinforcements at elevated temperatures. The slice approach model was used and validated against experimental data for reinforced concrete beams with FRP available in the literature. Good agreement with experimental results has been obtained at room temperature as well as at elevated temperatures.

M3 - Chapter

SN - 962-367-506-2

SP - 401

EP - 410

BT - BOND BEHAVIOUR OF FRP IN STRUCTURES

ER -

Nadjai A, Talamona D, Ali F. Fire performance of concrete beams reinforced with FRP bars. In BOND BEHAVIOUR OF FRP IN STRUCTURES. 2005. p. 401-410