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Masonry exposed to high temperatures: Mechanical behaviour and properties—An overview
Affiliation:1. School of Resources and Civil Engineering, Northeastern University, Shenyang 110819, China;2. Key Lab of Structures Dynamic Behavior, Control of the Ministry of Education, Harbin Institute of Technology, Harbin 150090, China;3. Key Lab of Smart Prevention and Mitigation of Civil Engineering Disasters of the Ministry of Industry and Information Technology, Harbin Institute of Technology, Harbin 150090, China;4. Department of Civil, Environmental and Geodetic Engineering, The Ohio State University, Columbus, OH 43210, USA;5. Department of Civil Engineering, Kahramanmaras Sutcu Imam University, Kahramanmaras 46050-9, Turkey
Abstract:The paper summarises the available information about the behaviour of masonry assemblies and components exposed to high temperatures and fire. A general frame is provided by fire resistance issues in current code provisions and observations from real events, theoretical as well as experimental researches on materials' performance during and after exposure to high temperatures. In particular, the newly acquired engineering approach to fire design has raised the need for improvements in the knowledge of fire and post-fire behaviour of structures at a material scale; thus, the paper particularly focuses on the mechanical properties of masonry materials, that are still scarcely investigated, especially in the residual (i.e. post-fire) situation. Detailed comments are given about the temperature-dependence of the relevant mechanical properties for masonry and its components, that are put into comparison. Then, the main research needs are outlined in the conclusions.
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