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contributor authorYu Ma
contributor authorJinhu Yang
contributor authorBinbin Zhang
contributor authorJingyi Dong
contributor authorBenjun Wang
contributor authorYao Wang
contributor authorTao Ji
date accessioned2025-08-17T22:54:42Z
date available2025-08-17T22:54:42Z
date copyright7/1/2025 12:00:00 AM
date issued2025
identifier otherJMCEE7.MTENG-19131.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4307631
description abstractDespite the excellent mechanical and environmental properties of alkali-activated materials, the susceptibility to early cracking significantly limits their widespread application in engineering. Tensile creep plays a key role in the early stages by relaxing shrinkage-induced tensile stresses and delaying the onset of cracking. Therefore, the effect of stainless steel slag (SS) on the tensile creep of alkali-activated slag-SS mortar (ASM) with SS contents of 0%, 10%, 20%, 30%, and 40% was investigated. SS content represents the mass ratio of SS to the sum of SS and slag. The mechanical properties, autogenous shrinkage, and tensile creep of ASM were studied. The results demonstrate that the tensile creep decreases with the increase of SS contents. Increasing the SS content reduced the hydration of ASM, leading to a lower amount of calcium-aluminum-silicate-hydrate (C─ A─ S─ H) gels, and consequently reduced autogenous shrinkage. Autogenous shrinkage is the primary driver of tensile creep. Furthermore, an increase in SS content resulted in a decrease in the amount of sodium ions adsorbed by the C─ A─ S─ H gel, which can limit the relative slip of the C─ A─ S─ H gel. Therefore, increasing the SS content decreases the tensile creep of ASM.
publisherAmerican Society of Civil Engineers
titleTensile Creep of Alkali-Activated Slag–Stainless Steel Slag Mortar: In-Depth Analysis of Effects and Mechanisms
typeJournal Article
journal volume37
journal issue7
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/JMCEE7.MTENG-19131
journal fristpage04025180-1
journal lastpage04025180-18
page18
treeJournal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 007
contenttypeFulltext


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