Abstract
Introduction/purpose: When concrete structural members are subjected to fire and then exposed to slow or rapid cooling, there are various changes affecting density, porosity, thermal damage, speed of sound propagation, modulus of elasticity, compressive strength, absorptivity, etc. The heavy use of concrete to build structures on the one hand and the problem of fires on the other require a deep understanding of the effect of fire on the structural behavior of concrete, especially after cooling. So far, the two cooling methods used to put out a possible fire have been water and free air. Our objective is to experimentally analyze the use of the extinguisher as the third method of cooling concrete exposed to high temperatures. Methods: To achieve our objective, a series of mechanical and physical tests waw carried out on specimens 40 mm in diameter and 40 mm in height, exposed to high temperatures of 200, 400, and 600 °C. These test samples were then subjected to three different cooling regimes, namely: free air, water immersion, and extinguisher use. Results: The results clearly show that the use of the extinguisher is more appropriate than the other two cooling methods, namely, natural cooling and immersion in water. Conclusion: The results from this experimental study could be of practical use when trying to extinguish a possible fire in a concrete structure.
Publisher
Centre for Evaluation in Education and Science (CEON/CEES)
Reference46 articles.
1. ACI (American Concrete Institute). 1989. 216R-89: Guide for Determining the Fire Endurance of Concrete Elements (Reapproved 2001) [online]. Available at: https://www.concrete.org/store/productdetail.aspx?ItemID=21689&Format=DOW NLOAD&Language=English&Units=US_Units [Accessed: 05 September 2023];
2. ACI (American Concrete Institute). 2007. ACI 216.1-07/TMS-216-07 Code Requirements for Determining Fire Resistance of Concrete and Masonry Construction Assemblies. An ACI/TMS Standard. Reported by Joint ACI-TMS Committee 216 [online]. Available at: https://www.concrete.org/portals/0/files/pdf/previews/216107_bkstore_view.pdf [Accessed: 05 September 2023];
3. ACI (American Concrete Institute). 2008. Building Code Requirements For Reinforced Concrete and Commentary (ACI 318). Farmington Hills, Michigan, USA: American Concrete Institute;
4. Akçaözoğlu, K. 2013. Microstructural examination of concrete exposed to elevated temperature by using plane polarized transmitted light method. Construction and Building Materials, 48, pp.772-779. Available at: https://doi.org/10.1016/j.conbuildmat.2013.06.059;
5. Annerel, E. & Taerwe L. 2009. Revealing the temperature history in concrete after fire exposure by microscopic analysis. Cement and Concrete Research, 39(12), pp.1239-1249. Available at: https://doi.org/10.1016/j.cemconres.2009.08.017;