Fracture behavior of alkali-activated basalt powder/slag systems reinforced with basalt and hybrid fibers

被引:7
作者
Akturk, Busra [1 ]
机构
[1] Istanbul Bilgi Univ, Dept Civil Engn, TR-34060 Istanbul, Turkiye
关键词
Fracture; Basalt powder; Slag; Alkali-activated material; Fiber reinforcement; Basalt fiber; QUASI-BRITTLE FRACTURE; DOUBLE-K CRITERION; MECHANICAL-PROPERTIES; FLY-ASH; CRACK-PROPAGATION; SYNTHETIC-FIBERS; CONCRETE; PERFORMANCE; HYDRATION; CEMENT;
D O I
10.1617/s11527-023-02139-3
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Alkali-activated materials are gaining attention as a sustainable alternative to cement-based materials over the past years and studies on their fracture response are scarce. This paper presents the fracture behavior of alkali-activated fiber-reinforced basalt powder/slag blend mortars. Fracture characteristics such as the fracture toughness-K-IC(ini) and K-IC(un)-of the alkali-activated basalt powder/slag mortar mixes were determined using the double-K fracture model. Basalt fibers and a combination of basalt + polypropylene fibers (hybrid) were used to enhance the fracture properties of the mixes, and it was found that the basalt powder/slag binary mortars achieved performance comparable with that of cement-based systems in terms of compressive strength, fracture toughness, and fracture energy. The alkali-activated basalt powder/slag mixes exhibited good mechanical performance, which as established previously was due to the beneficial silicium and calcium-based resources and the synergy between the basalt powder and the slag. Incorporating basalt fibers was effective in improving flexural strength and fracture toughness significantly, and they contributed much more than the hybrid fibers did. On the other hand, incorporating hybrid fibers improved the fracture energy significantly. The fiber-matrix interface and the fiber behavior under flexure were visualized using scanning electron microscopy. The fiber-matrix bonding mechanism showed that the polypropylene fibers tended to cluster, resulting in less-improved fracture toughness compared to that with basalt fibers. The outcomes of this study show that basalt powder/slag blends can be used as structural materials: they have fracture characteristics similar to those of cement-based systems and incorporating basalt and hybrid fibers improve their fracture characteristics.
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页数:17
相关论文
共 62 条
[41]   Mechanical and durable behaviour of alkaline cement mortars reinforced with polypropylene fibres [J].
Puertas, F ;
Amat, T ;
Fernández-Jiménez, A ;
Vázquez, T .
CEMENT AND CONCRETE RESEARCH, 2003, 33 (12) :2031-2036
[42]   Alkali-activated fly ash/slag cement -: Strength behaviour and hydration products [J].
Puertas, F ;
Martínez-Ramírez, S ;
Alonso, S ;
Vázquez, T .
CEMENT AND CONCRETE RESEARCH, 2000, 30 (10) :1625-1632
[43]   Mechanisms of interfacial bond in steel and polypropylene fiber reinforced geopolymer composites [J].
Ranjbar, Navid ;
Talebian, Sepehr ;
Mehrali, Mehdi ;
Kuenzel, Carsten ;
Metselaar, Hendrik Simon Cornelis ;
Jumaat, Mohd Zamin .
COMPOSITES SCIENCE AND TECHNOLOGY, 2016, 122 :73-81
[44]   A Comprehensive Study of the Polypropylene Fiber Reinforced Fly Ash Based Geopolymer [J].
Ranjbar, Navid ;
Mehrali, Mehdi ;
Behnia, Arash ;
Pordsari, Alireza Javadi ;
Mehrali, Mohammad ;
Alengaram, U. Johnson ;
Jumaat, Mohd Zamin .
PLOS ONE, 2016, 11 (01)
[45]  
Richardson A.E., 2006, STRUCT SURV, V24, P138, DOI [10.1108/02630800610666673, DOI 10.1108/02630800610666673]
[46]  
Saraya, 2017, PRELIMINARY STUDY AL, P58, DOI [10.4236/msce.2017.511006, DOI 10.4236/MSCE.2017.511006]
[47]   Investigating the performance of PVA and basalt fibre reinforced beams subjected to flexural action [J].
Shafiq, Nasir ;
Ayub, Tehmina ;
Khan, Sadaqat Ullah .
COMPOSITE STRUCTURES, 2016, 153 :30-41
[48]  
Shi C., 2003, Alkali-activated cements and concretes
[49]   New cements for the 21st century: The pursuit of an alternative to Portland cement [J].
Shi, Caijun ;
Fernandez Jimenez, A. ;
Palomo, Angel .
CEMENT AND CONCRETE RESEARCH, 2011, 41 (07) :750-763
[50]   Characteristics of basalt fiber as a strengthening material for concrete structures [J].
Sim, J ;
Park, C ;
Moon, DY .
COMPOSITES PART B-ENGINEERING, 2005, 36 (6-7) :504-512