Composition, Structure and Properties of Geopolymer Concrete Dispersedly Reinforced with Sisal Fiber

被引:3
作者
Shcherban, Evgenii M. [1 ]
Stel'makh, Sergey A. [2 ]
Beskopylny, Alexey N. [3 ]
Meskhi, Besarion [4 ]
Efremenko, Innessa [5 ]
Shilov, Alexandr A. [2 ]
Vialikov, Ivan [6 ]
Ananova, Oxana [7 ]
Chernil'nik, Andrei [2 ]
Elshaeva, Diana [2 ]
机构
[1] Don State Tech Univ, Dept Engn Geometry & Comp Graph, Rostov Na Donu 344003, Russia
[2] Don State Tech Univ, Dept Unique Bldg & Construct Engn, Gagarin Sq 1, Rostov Na Donu 344003, Russia
[3] Don State Tech Univ, Fac Rd & Transport Syst, Dept Transport Syst, Rostov Na Donu 344003, Russia
[4] Don State Tech Univ, Fac Life Safety & Environm Engn, Dept Life Safety & Environm Protect, Rostov Na Donu 344003, Russia
[5] Don State Tech Univ, Project Management Ctr, Rostov Na Donu 344000, Russia
[6] Don State Tech Univ, Sch Architecture Design & Arts, Rostov Na Donu 344003, Russia
[7] Don State Tech Univ, Fac Innovat Business & Management, Dept Mkt & Engn Econ, Rostov Na Donu 344003, Russia
关键词
geopolymer; sisal fiber; mechanical properties; compressive strength; flexural strength; STRENGTH;
D O I
10.3390/buildings14092810
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The application of geopolymer composites in the construction of environmentally sustainable buildings and low-carbon structures has generated considerable interest, presenting an alternative and eco-friendly approach to composite materials. The purpose of this research is to develop a new composition of geopolymer concrete, dispersedly reinforced with sisal fiber, and investigate its structure and physical and mechanical properties. To evaluate the effectiveness of the proposed compositions, the fresh properties of the geopolymer concrete mixture-density and slump-and the properties of the hardened composite, namely, the compressive strength, flexural strength and water absorption, were studied. The most rational composition of the alkaline activator was established, and sisal fiber (SF) was protected from alkaline degradation by adding styrene-acrylic copolymer at an amount of 5% and microsilica at an amount of 3% to the concrete mixture. It was determined that the most optimal SF content was 1.0%. The compressive strength exhibited a maximum increase of 12.8%, the flexural strength showed a significant increase of 76.5%, and the water absorption displayed a decrease of 10.3%. The geopolymer fiber-reinforced concrete developed in this study is an environmentally friendly replacement for traditional types of concrete with cement binders and can be used for the manufacture of small architectural forms and landscaping elements.
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页数:23
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