Fiber-reinforced one-part alkali-activated slag/ceramic binders

被引:77
作者
Abdollahnejad, Z. [1 ]
Mastali, M. [1 ]
Luukkonen, T. [1 ]
Kinnunen, P. [1 ]
Illikainen, M. [1 ]
机构
[1] Univ Oulu, Fac Technol, Fiber & Particle Engn, POB 4300, Oulu 90014, Finland
关键词
One-part alkali-activated binders; Fiber-reinforced binders; Ground-granulated blast furnace slag; Ceramic waste; Hardened-state properties; Numerical simulations; SELF-COMPACTING CONCRETE; HARDENING GEOPOLYMER COMPOSITE; MICROPLANE-BASED APPROACH; MECHANICAL-PROPERTIES; FLY-ASH; STEEL FIBER; SLAG CONCRETE; FLEXURAL PERFORMANCE; CERAMIC WASTE; STRENGTH;
D O I
10.1016/j.ceramint.2018.02.097
中图分类号
TQ174 [陶瓷工业]; TB3 [工程材料学];
学科分类号
0805 ; 080502 ;
摘要
In the present experimental/numerical study, a combination of ceramic waste and ground-granulated blast furnace slag were used in the preparation of one-part alkali-activated binders. Moreover, the effect of fiber type and content on hardened-state properties and shrinkage was studied under two different curing conditions. In the first stage of this study water absorption, compressive strength, and flexural strength were assessed. Subsequently, the flexural performance of fiber-reinforced binders was simulated and predicted using finite element models under concentrated and distributed flexural loading, respectively. The experimental results showed that fibers improved mechanical properties, and enhancement was governed by fiber type and curing conditions. Moreover, the numerical results indicated that the developed fiber-reinforced binders offer a flexural load-carrying capacity in the range of 10-40 kN/m(2) and permissible service loads were well below the ultimate capacity.
引用
收藏
页码:8963 / 8976
页数:14
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