Thermo-mechanic model for concrete exposed to elevated temperatures
By B. Luccioni, M. Figueroa, R. Danesi. 2003
162 citations recorded by the source corpus.
Abstract A thermo-mechanical model for concrete subjected to high temperatures is presented in this paper. The model is based on a coupled plastic-damage model that has been extended to consider damage induced by high temperatures. The model is calibrated with experimental results of residual strength tests in concrete specimens. The paper is completed with application examples and comparisons with experimental results that validate the model presented. The model is also used to the damage assessment of a concrete structure that has been subjected to fire.
Subfields: Civil and Structural Engineering, Safety, Risk, Reliability and Quality
View Paper: https://www.semanticscholar.org/paper/dce7e7d77faf8344d3074a404c1b4b83f23880b3
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In Civil and Structural Engineering
In Safety, Risk, Reliability and Quality
Citations in the corpus
- Evaluation of pore structures and cracking in cement paste exposed to elevated temperatures by X-ray computed tomography (2013, background): “However, the fire-induced cracking has rarely been characterized in previous studies because it is challenging to visually examine the cracking process at elevated temperatures, and most reports of thermal cracking have been based on numerical analyses [17,18,20].”
- Effects and interactions of temperature and stress-level related damage on permeability of concrete (2007, unknown): “[14].”