Hydrothermal model for predicting fire-induced spalling in concrete structural systems
By Monther B. Dwaikat, V. Kodur. 2009
257 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, General Materials Science
View Paper: https://www.semanticscholar.org/paper/a5c45a70895e45dd20854eae01de3282feb63f3c
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In Civil and Structural Engineering
In General Materials Science
Citations in the corpus
- Properties of Concrete at Elevated Temperatures (2014, background): “In addition to thermal, mechanical, and deformation properties, another property that has a significant influence on the fire performance of a concrete structural member is spalling [33].”
- Evaluation of pore structures and cracking in cement paste exposed to elevated temperatures by X-ray computed tomography (2013, background): “The significance of these features in assessments of heated concrete has led engineers to evaluate changes in themechanical properties [3–10], color [11–14], evolution of cracking [10,15–21], and spalling [10,22–29] of fire-damaged concrete in relation to various temperatures, and to develop methods”