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Effect of elevated temperatures on concrete incorporating ferronickel slag as fine aggregate
Author(s) -
Saha Ashish Kumer,
Sarker Prabir Kumar,
Majhi Subhra
Publication year - 2018
Publication title -
fire and materials
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.482
H-Index - 58
eISSN - 1099-1018
pISSN - 0308-0501
DOI - 10.1002/fam.2664
Subject(s) - spall , aggregate (composite) , materials science , compressive strength , residual strength , fly ash , pozzolan , composite material , pozzolanic reaction , slag (welding) , cement , cracking , residual , metallurgy , geotechnical engineering , portland cement , mathematics , geology , algorithm
Summary This study evaluates the effect of elevated temperature exposure on concrete incorporating ferronickel slag (FNS) as a replacement of natural sand. Concrete cylinders were exposed up to 800°C, and the changes in compressive strength, mass, ultrasonic pulse velocity (UPV), and microstructure were investigated. The concretes containing up to 100% FNS aggregate showed no spalling and similar cracking to that of the concrete using 100% natural sand. For exposures up to 600°C, the residual strengths of concretes containing 50% FNS were 7% to 10% smaller than the concrete with 100% sand. Use of 30% fly ash as cement replacement improved residual strength by pozzolanic reaction for exposures up to 600°C. An equation has been found from the correlation between residual strength and UPV. Therefore, UPV can be used as a nondestructive test to estimate the extent of postfire damage and residual strength of concrete incorporating FNS aggregate and fly ash.