What is it about?
this research were in taking new variables that have not been explored earlier for a beam totally exposed to fire when loaded within the elastic range. Twenty GFRP-reinforced concrete beams were cast, cured, heated, and tested under four static point loadings. The present experiment analyzed and investigated beam capacity degradation after exposure to varying rising temperatures.
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Why is it important?
The results of an experimental work to explore the effect of elevated temperatures on the load resistance of reinforced concrete beams with glass fiber-reinforced polymers (GFRP) bars are reported in this paper.
Perspectives
1. Residual strength and deformation of GFRP-reinforced concrete beams exposed to high temperatures. 2. Temperature increases in GFRP-reinforcing bars, concrete core, and furnace during fire exposure. 3. Fire-related behavior of loaded beams reinforced with GFRP bars.
Muayad Kassim
University of Kirkuk
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This page is a summary of: Residual Strength of Concrete Beams Reinforced with GFRP Bars Exposed to Elevated Temperatures, Tikrit Journal of Engineering Sciences, September 2024, Tikrit University,
DOI: 10.25130/tjes.31.3.3.
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