Impact Load Performance and Mesostructure Evolution of Alkali-Activated Fly Ash–Slag Concrete after Sustained High Temperature

dc.contributor.author	Ma, Hongqiang
dc.contributor.author	Fu, Congcong
dc.contributor.author	Lei, Zelong
dc.contributor.author	Wu, Jialong
dc.contributor.author	Yuan, Xinhua
dc.contributor.author	Feng, Jingjing
dc.date.accessioned	2026-08-20T11:30:23Z
dc.date.available	2026-08-20T11:30:23Z
dc.date.copyright	2025/09/16
dc.date.issued	2025
dc.identifier.other	JMCEE7.MTENG-20428.pdf
dc.identifier.uri	http://yetl.yabesh.ir/yetl1/handle/yetl/4312295
dc.description.abstract	AbstractSustained high-temperature conditions (60°C–200°C) are the environment that concrete often encounters in the use process, but there are few reports on the performance evolution of alkali-activated concrete under long-term exposure to high ...
dc.publisher	American Society of Civil Engineers
dc.title	Impact Load Performance and Mesostructure Evolution of Alkali-Activated Fly Ash–Slag Concrete after Sustained High Temperature
dc.type	Journal Article
dc.journal.volume	37
dc.journal.issue	12
dc.journal.title	Journal of Materials in Civil Engineering
dc.identifier.doi	10.1061/JMCEE7.MTENG-20428
dc.journal.fristpage	04025427-1
dc.journal.lastpage	04025427-27
dc.page	27
dc.tree	Journal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 012
dc.contenttype	Fulltext