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Title: Effect of elevated temperatures on tensile properties of concrete
Authors: Alireza Javadian
Keywords: DRNTU::Engineering::Civil engineering::Structures and design
Issue Date: 2010
Source: Alireza, J. (2010). Effect of elevated temperatures on tensile properties of concrete. Master’s thesis, Nanyang Technological University, Singapore.
Abstract: Fire is known to cause spalling in concrete structures. The Structural integrity of the building will be affected as the reinforcement steels will be weakened when exposed to heat directly in the absence of concrete cover. Fire resistance of concrete structural elements is often predicted based on the assumption that spalling does not occur. Researches show that spalling is more susceptible in high strength concrete and concrete of low water/cement ratio. The fundamental cause of spalling is still not addressed.
Description: 129 p.
DOI: 10.32657/10356/46730
Rights: Nanyang Technological University
Fulltext Permission: open
Fulltext Availability: With Fulltext
Appears in Collections:CEE Theses

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