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Damage to concrete buildings after fire is a serious problem that can affect structural integrity. Fire causes a decrease in concrete strength due to spalling and changes in microstructure. Research shows that exposure to high temperatures and cooling methods affect concrete deterioration. Carbonation tests on the columns, beams and slabs of the EA Building, Faculty of Engineering, Universitas Negert Makassar, showed that the entire structure experienced significant carbonation, which could cause reinforcement corrosion and a decrease in strength. Evaluations carried out through visual observations and laboratory testing, showed that although most of the structure was still strong, some parts required immediate repair. The use of additives and improved grouting techniques is proposed to improve post-fire resistance. This study aims to provide guidance for evaluating the performance of structures after exposure to high temperatures and provide recommendations for improvement.
"Assessment of Reinforced Concrete Building after Fire using Non-Destructive Tests", International Journal of Science & Engineering Development Research (www.ijrti.org), ISSN:2455-2631, Vol.9, Issue 6, page no.233 - 240, June-2024, Available :http://www.ijrti.org/papers/IJRTI2406032.pdf
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2456-3315 | IMPACT FACTOR: 8.14 Calculated By Google Scholar| ESTD YEAR: 2016
An International Scholarly Open Access Journal, Peer-Reviewed, Refereed Journal Impact Factor 8.14 Calculate by Google Scholar and Semantic Scholar | AI-Powered Research Tool, Multidisciplinary, Monthly, Multilanguage Journal Indexing in All Major Database & Metadata, Citation Generator