Experimental Study of the Thermal and Dynamic Behaviors of Polypropylene Fiber-Reinforced Concrete
Abstract
:1. Introduction
2. Materials and Methods
2.1. Test Material
2.2. Test Equipment
2.3. Principles of Split Hopkinson Pressure Bar (SHPB)
3. Test Results
3.1. High-Performance Concrete Insulation Measures
3.2. SHPB Test Results
4. Discussion
4.1. Effect of the Loading Rate on Dynamic HPC Strength
4.2. Effect of the High Temperature on Dynamic HPC Strength
5. Conclusions
Author Contributions
Funding
Institutional Review Board Statement
Informed Consent Statement
Data Availability Statement
Conflicts of Interest
References
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Chemical Composition | SiO2 | CaO | MgO | Fe2O3 | NaO | K2O |
---|---|---|---|---|---|---|
% | 20.7 | 64.0 | 1.82 | 4.41 | 0.2 | 1.2 |
Cement Type | Setting Time (min) | Compressive Strength (MPa) | Flexural Strength (Mpa) | |||
---|---|---|---|---|---|---|
Initial Setting | Final Setting | 3 day | 28 day | 3 day | 28 day | |
P.O42.5 | 180 | 240 | 20.7 | 45.1 | 6.1 | 10.2 |
Chemical Composition | SiO2 | Al2O3 | CaO | MgO | SO3 | Fe2O3 | Na2O |
---|---|---|---|---|---|---|---|
% | 40.2 | 14.5 | 1.9 | 1.5 | 1.6 | 1.7 | 1.2 |
Characteristics | Parameters | Characteristics | Parameters |
---|---|---|---|
Color | White or faint yellow | Shape | Monofilament bundle |
Density | 1.18 (g/cm3) | Equivalent diameter | 9–30 um |
Length | 3–9 (mm) | Melting point | 220 (°C) |
Acid resistance | Excellent | Alkali resistance | Excellent |
Tensile strength | ≥900 Mpa | Elongation at break | ≥15–25 (%) |
Elastic modulus | ≥13,000 Mpa | Water absorption | Water resistance |
Grade | Water | Cement | River Sand | Stone | Polypropylene Fiber | Water—Binder Ratio | Sand Ratio |
---|---|---|---|---|---|---|---|
N-C30 | 215 | 360 | 693 | 1132 | - | 0.60 | 38% |
N-C40 | 215 | 450 | 659 | 1076 | - | 0.48 | 38% |
N-C50 | 215 | 540 | 625 | 1020 | - | 0.40 | 38% |
N-C30-B | 215 | 360 | 693 | 1132 | 1 | 0.60 | 38% |
N-C40-B | 215 | 450 | 659 | 1076 | 1 | 0.48 | 38% |
N-C50-B | 215 | 540 | 625 | 1020 | 1 | 0.40 | 38% |
Grade | Water | Cement | Fly Ash | Silica Fume | River Sand | Stone | Polypropylene Fiber | Water Reducing Agent | Water—Binder Ratio | Sand Ratio |
---|---|---|---|---|---|---|---|---|---|---|
H-C30 | 160 | 234 | 108 | 18 | 714 | 1166 | 1 | 7.2 | 0.44 | 38% |
H-C40 | 160 | 292.5 | 135 | 22.5 | 680 | 1110 | 1 | 9 | 0.36 | 38% |
H-C50 | 160 | 351 | 162 | 27 | 646 | 1054 | 1 | 10.8 | 0.30 | 38% |
H-C30-B | 160 | 234 | 108 | 18 | 714 | 1166 | - | 7.2 | 0.44 | 38% |
H-C40-B | 160 | 292.5 | 135 | 22.5 | 680 | 1110 | - | 9 | 0.36 | 38% |
H-C50-B | 160 | 351 | 162 | 27 | 646 | 1054 | - | 10.8 | 0.30 | 38% |
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Lei, L.; Dong, L.; An, H.; Fan, Y.; Wang, Y. Experimental Study of the Thermal and Dynamic Behaviors of Polypropylene Fiber-Reinforced Concrete. Appl. Sci. 2021, 11, 10757. https://doi.org/10.3390/app112210757
Lei L, Dong L, An H, Fan Y, Wang Y. Experimental Study of the Thermal and Dynamic Behaviors of Polypropylene Fiber-Reinforced Concrete. Applied Sciences. 2021; 11(22):10757. https://doi.org/10.3390/app112210757
Chicago/Turabian StyleLei, Liu, Lizhe Dong, Huaming An, Yuqing Fan, and Ya Wang. 2021. "Experimental Study of the Thermal and Dynamic Behaviors of Polypropylene Fiber-Reinforced Concrete" Applied Sciences 11, no. 22: 10757. https://doi.org/10.3390/app112210757