Fracture properties and response surface methodology model of alkali-slag concrete under freeze–thaw cycles. (15th September 2015)

• Record Type: Journal Article
• Authors: Li, Qixuan; Cai, Liangcai; Fu, Yawei; Wang, Haifu; Zou, Yong
• Is Part Of: Construction & building materials. Volume 93(2015)
• Page Start: 620
• Page End: 626
• Publication Date: 2015-09-15
• Subjects: Alkali-activated concrete -- Slag -- Freeze–thaw cycle -- Fracture property -- Response surface methodology model; Building materials -- Periodicals; 624.18
• DOI: 10.1016/j.conbuildmat.2015.06.037
• Languages: English
• ISSNs: 0950-0618

Abstract

Highlights: Response surface methodology is used to study ASC's fracture toughness. Influence on K IC S is slag content > age > sol ratio, interaction of the former 2 is significant. K IC Q is about 50–70% of K IC S crack initiation should be the warning indicator of ASC structure. K IC S declines with more freeze–thaws. Rate and degree increase with sol ratio, slag content. Increased sol ratio reduces density, depolymerization. Gel material reduces toughness. Abstract: Alkali-slag concrete (ASC) is prepared with Na2 SiO3 and NaOH composite activator. Fracture properties of ASC under freeze–thaw cycles are studied using response surface methodology (RSM), Design Expert software and Box–Behnken design (BBD). The RSM model of fracture toughness is built, then the influence law of sol ratio, slag content, age on fracture toughness is put forward. The relationship between initiation fracture toughness ( K IC Q ) and unstable fracture toughness ( K IC S ) is established. The influence law of freeze–thaw, sol ratio and slag content on K IC S is built, and the impact mechanism of the two factors on K IC S is analyzed. Results show that the RSM model fits well and can be used to analyze and predict ASC fracture toughness. The influential significance rank for K IC S is slag content > age > sol ratio, and the most significant interaction is between slag content and age. K IC Q is about 50–70% of K IC S, crack initiation should be the warning indicator of ASC structure. Fracture toughness decreases with the increased freeze–thaw times, whose declining rate and degree increase with sol ratio and slag content. With sol ratio increasing, more intense is the alkali slag reaction, reducing density and hindering depolymerization. With more cementitious material content, effective water–cement ratio is relatively decreased, subsequent hydration is limited, some slag powder does not participate in the reaction, reducing ASC toughness.