Increasing the Performance of a Fiber-Reinforced Concrete for Protective Facilities
Abstract
:1. Introduction
2. Materials and Methods
2.1. Materials
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- for the composite binder: Portland cement CEM I 42.5N according to EN-197 [44], active silica-containing additive, ground quartz sand, limestone microfiller;
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2.2. Mix Design
2.3. Methods
3. Results and Discussion
4. Conclusions
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- The processes of structure formation in multicomponent polymineral hardening systems based on composite binders using nature-like technologies were examined through experimental tests and supplemented when creating building materials for operation in extreme conditions.
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- A wide range of fiber-reinforced concretes based on composite binder has been prepared, with increased characteristics of impact strength. The influence of the manufacturing technology of cement composites on the coefficient of dynamic hardening has been established, while the growth of these indicators attributed a denser interfacial transition zone between the cement paste, aggregate, and fiber as a result of improving the homogeneity of the concrete mixture and controlling the consistency.
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- The dependence of the viscosity of mixtures on the type of composite binder has been studied. The workability indices of the mixes make it possible to classify them as self-compacting concrete mixes (grade SF2 by the value of slump flow). The high workability of fiber-reinforced concrete mixtures makes it possible to use them for the construction of objects of complex configuration in terms of plan, including underground civil defense facilities.
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- An increase in the values of the impact strength coefficient up to 5.5 times, the dynamic hardening coefficient by almost 70% as a result of a directionally synthesized binder matrix, as well as absorption of impact energy by fiber, was revealed. The mechanical changes should be attributed to the mechanical properties of the binder and the ITZ.
Author Contributions
Funding
Institutional Review Board Statement
Informed Consent Statement
Data Availability Statement
Conflicts of Interest
References
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Characteristics | Steel Fiber | Basalt Fiber |
---|---|---|
Tensile strength, MPa | 600–1500 | 3500 |
Fiber diameter, mm | 1.2 | 13 × 10−3 |
Fiber length, mm | 13 | 6 ± 1.5 |
Elastic modulus, GPa | 190 | 75 |
Elongation ratio, % | 3.5 | 3.2 |
Melting temperature, °C | 1550 | 1450 |
Resistant to alkalis and corrosion | medium | high |
Density, kg/m3 | 7800 | 2600 |
Mix ID | Properties pf the Binder, % | Superplasticizer, % of the Binder | |||
---|---|---|---|---|---|
Portland Cement | Ground Quartz Sand | Limestone | ASCA | ||
1-1 | 70 | 2.5 | 2.5 | 25 | 1.0 |
1-2 | 64 | 2.5 | 2.5 | 31 | 1.3 |
1-3 | 58 | 2.5 | 2.5 | 37 | 1.6 |
2-1 | 65 | 5 | 5 | 25 | 1.0 |
2-2 | 59 | 5 | 5 | 31 | 1.3 |
2-3 | 63 | - | - | 37 | 1.6 |
3-1 | 60 | 7.5 | 7.5 | 25 | 1.0 |
3-2 | - | - | - | 31 | 1.3 |
3-3 | 63 | - | - | 37 | 1.6 |
CEM | 100 | - | - | - | - |
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Fediuk, R.; Amran, M.; Klyuev, S.; Klyuev, A. Increasing the Performance of a Fiber-Reinforced Concrete for Protective Facilities. Fibers 2021, 9, 64. https://doi.org/10.3390/fib9110064
Fediuk R, Amran M, Klyuev S, Klyuev A. Increasing the Performance of a Fiber-Reinforced Concrete for Protective Facilities. Fibers. 2021; 9(11):64. https://doi.org/10.3390/fib9110064
Chicago/Turabian StyleFediuk, Roman, Mugahed Amran, Sergey Klyuev, and Aleksandr Klyuev. 2021. "Increasing the Performance of a Fiber-Reinforced Concrete for Protective Facilities" Fibers 9, no. 11: 64. https://doi.org/10.3390/fib9110064