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What is Predicting Fire-Induced Spalling in Concrete about?

This document presents a numerical model for predicting fire-induced spalling in concrete structures. The model is based on calculating pore pressure in concrete as a function of time using principles of mechanics and thermodynamics. Pore pressure is compared to temperature-dependent tensile strength to assess the possibility of tensile fracture and spalling. The model accounts for the loss of concrete section from spalling in subsequent heat transfer analysis. Case studies investigate the influence of conc

Author

Maha Ass'ad

Language

EN