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dc.contributor.authorMohammed Abed
dc.contributor.authorRita Nemes
dc.contributor.authorÉva Lublóy
dc.date.accessioned2022-01-30T20:48:45Z
dc.date.available2022-01-30T20:48:45Z
dc.date.issued1/1/2020 12:00:00 AM
dc.identifier.other%28ASCE%29MT.1943-5533.0002989.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4267163
dc.description.abstractIncorporating waste and recycled materials in concrete has not just a sustainable benefit, but also gives a higher resistance to special circumstances that face concrete structures, such as fire, which causes serious damages to concrete. The present study experimentally investigated the impact of incorporating recycled coarse aggregate (RCA) and two unprocessed waste powder materials on the residual mechanical properties of self-compacting high-performance concrete (SCHPC) after exposure to elevated temperature. Fifteen mixtures of SCHPC (540 specimens) have been produced by replacing the cement mass by up to 30% of each waste fly ash (WFA) and waste perlite powder (WPP) in addition to replacing the coarse natural aggregate (NA) by up to 50% of RCA. Using RCA up to 50% enhanced the residual mechanical properties of SCHPC after exposure to the elevated temperature due to the strong aggregate–mortar contact zone and the similarity of thermal expansion between them. The fire resistance of SCHPC has been enhanced by replacing the cement up to 15% of WPP; meanwhile, WFA did not affect the fire resistance of SCHPC significantly.
dc.publisherASCE
dc.titlePerformance of Self-Compacting High-Performance Concrete Produced with Waste Materials after Exposure to Elevated Temperature
dc.typeJournal Paper
dc.journal.volume32
dc.journal.issue1
dc.journal.titleJournal of Materials in Civil Engineering
dc.identifier.doi10.1061/(ASCE)MT.1943-5533.0002989
dc.page10
dc.treeJournal of Materials in Civil Engineering:;2020:;Volume ( 032 ):;issue: 001
dc.contenttypeFulltext


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