Properties and performance of polypropylene fibered high-strength concrete with an improved composite binders

被引:17
作者
Amran, Mugahed [1 ,2 ]
Lesovik, Valery [3 ,4 ]
Tolstoy, Aleksandr [3 ]
Fediuk, Roman [5 ,6 ]
Rusinov, Roman [5 ]
Rusinova, Nadezhda [5 ]
Qader, Diyar N. [7 ]
Mohammed, Kachalla [8 ]
Rashid, Raizal S. M. [9 ]
机构
[1] Prince Sattam Bin Abdulaziz Univ, Coll Engn, Dept Civil Engn, Alkharj 11942, Saudi Arabia
[2] Amran Univ, Fac Engn & IT, Dept Civil Engn, Amran 9677, Yemen
[3] Belgorod State Technol Univ, Belgorod 308012, Russia
[4] Russian Federat, Cent Res & Design Inst Minist Construct Housing &, Moscow 119331, Russia
[5] Far Eastern Fed Univ, Polytech Inst, Vladivostok 690922, Russia
[6] Peter Great St Petersburg Polytech Univ, Peter Great St, St Petersburg 195251, Russia
[7] Cihan Univ Erbil, Dept Civil Engn, Erbil 44001, Kurdistan, Iraq
[8] Univ Maiduguri, Dept Civil & Water Resources Engn, Maiduguri, Borno, Nigeria
[9] Univ Putra Malaysia, Dept Civil Engn, Serdang 43400, Selangor, Malaysia
关键词
Composite binder; Polypropylene fiber; High -strength concrete; Performance; Microstructure; MECHANICAL-PROPERTIES; SUPERABSORBENT POLYMERS; AUTOGENOUS SHRINKAGE; REINFORCED CONCRETE; STEEL FIBERS; ASH; BEHAVIOR; CRACKING; BASALT; CARBON;
D O I
10.1016/j.cscm.2022.e01621
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Fibrous high-strength concrete by means of natural and technogenic raw materials is in demand for sustainable construction. The scientific novelty of this study lies in the expansion of the range of applied natural raw materials locally available for polymineral binders, instead of using manufactured or rare materials. This research aimed to improve the performance and properties of high-strength concrete with an improved composite binder and polypropylene fiber. The task was achieved by using a powdered mineral modifier, the introduction of which will make it possible to effectively control the processes of synthesis of hydration products during the hard-ening of the cement composite. The study of the characteristics of the feedstock included: energy density, particle size distribution, and specific surface area. A comprehensive study of the ob-tained materials properties included: X-ray diffraction analysis, scanning electron microscopy, standard consistency, setting time, compressive and flexural strength, elastic modulus, structural quality factor, water retention capacity, adhesion strength, water resistance, abrasion resistance, thermal conductivity. It is proposed to use an energy measure that allows ranking raw materials to produce building materials. Optimization of the micro and macro level structural component using local raw materials, makes it possible to attain a compressive strength of materials by about 80 MPa, a flexural capacity and an elastic modulus of 15.2 MPa and 78.4 GPa respectively. The developed mortar and polypropylene fiber-reinforced concrete is a reliable and durable material that retains its specified performance characteristics over time without destruction under oper-ating conditions. Water holding capacity observed was 89.5% which is 1.54 times higher than that of unmodified composition, adhesion strength to the base 0.90 (80% higher). Additionally the observed structural quality factor was 0.36 (4 times higher), water resistance under pressure 0.8 MPa (0.2 MPa for unmodified composition), abrasion was 0.70 g/cm2 (59% lower), thermal conductivity coefficient was 1.29 W/(m.C) (56% lower). Comprehensive results evidenced of using high-strength materials for a wide range of structures, including load-bearing, enclosing, road, hydraulic.
引用
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页数:21
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