Fire Endurance of Concrete Elements Reinforced with GFRP Bars

Ana Almerich-Chuliá; Jose Molines-Cano; Pedro Martin-Concepcion; Juan Rovira-Soler

doi:10.4028/www.scientific.net/AMR.651.181

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HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 651Fire Endurance of Concrete Elements Reinforced...

Fire Endurance of Concrete Elements Reinforced with GFRP Bars

Abstract:

Fire engineering is primarily to prevent loss of life or injury during a fire. Obviously the best way to achieve this is to prevent ignition, minimizing fire spread and smoke, dying the fire before it has fully developed. When this is not possible, when the fire is fully developed, structural elements must guarantee sufficient fire resistance. If containment methods fail, structural integrity must stay for a period long enough to evacuate occupants and firemen put out it. This investigation studies the bearing capacity of GFRP reinforced concrete element, its fire resistance, variations of its mechanics characteristics and its bonding to concrete when temperature rises, together others changes that may occur in the element.

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Periodical:

Advanced Materials Research (Volume 651)

Pages:

181-186

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.651.181

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Online since:

January 2013

Authors:

Ana Almerich-Chuliá, Jose Molines-Cano, Pedro Martin-Concepcion, Juan Rovira-Soler

Keywords:

Fire, GFRP Rebar, Internal Reinforcement, Reinforced Concrete (RC)

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References

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