Study on Mechanical Response and Constitutive Model of Rubber Concrete under Impact Load and Water Content Coupling
Abstract
:1. Introduction
2. Experimental Design
2.1. Materials
2.2. Test Scheme
2.3. Strain Rate Measurement and Data Processing
2.4. Dynamic Stress Balance
3. Experimental Results and Analysis
3.1. Stress–Strain Curve
3.2. Peak Stress
3.3. Peak Strain
3.4. Fractal Dimension Features
3.5. Energy Transfer Characteristics
3.6. Constitutive Model
3.6.1. Unified Strength Theory
3.6.2. Establish a Constitutive Model of Damage
3.6.3. Constitutive Model Verification
4. Conclusions
5. Outlook
Author Contributions
Funding
Data Availability Statement
Conflicts of Interest
References
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ID | Mixing Ratio (kg/m3) | Rubber Content (%) | ||||||
---|---|---|---|---|---|---|---|---|
Cement | Stone and Sand | Silica Fume | Water–Cement Ratio | Mineral Powder | Water Reducing Agent | Steel Slag Powder | ||
RC-0 | 0.500 | 0.500 | 0.002 | 0.300 | 0.004 | 0.010 | 0.003 | 0 |
RC-3 | 0.500 | 0.470 | 0.002 | 0.300 | 0.004 | 0.010 | 0.003 | 3 |
RC-6 | 0.500 | 0.440 | 0.002 | 0.300 | 0.004 | 0.010 | 0.003 | 6 |
RC-9 | 0.500 | 0.410 | 0.002 | 0.300 | 0.004 | 0.010 | 0.003 | 9 |
RC-12 | 0.500 | 0.380 | 0.002 | 0.300 | 0.004 | 0.010 | 0.003 | 12 |
ID | WI(t)/J | WR(t)/J | WT(t)/J | WS(t)/J | WT(t)/WI(t) | WR(t)/WI(t) | Energy Utilization Rate | η/ (J/cm3) |
---|---|---|---|---|---|---|---|---|
RC-0-1 | 356.140 | 99.710 | 105.060 | 151.350 | 0.295 | 0.280 | 0.425 | 1.540 |
RC-0-2 | 396.320 | 103.830 | 129.200 | 163.280 | 0.326 | 0.262 | 0.412 | 1.660 |
RC-0-3 | 347.450 | 91.720 | 124.030 | 131.68 | 0.357 | 0.264 | 0.379 | 1.340 |
RC-3-1 | 368.980 | 102.940 | 107.370 | 158.660 | 0.291 | 0.279 | 0.430 | 1.610 |
RC-3-2 | 379.150 | 100.470 | 120.190 | 158.480 | 0.317 | 0.265 | 0.418 | 1.610 |
RC-3-3 | 386.390 | 103.160 | 125.570 | 157.640 | 0.325 | 0.267 | 0.408 | 1.600 |
RC-6-1 | 371.620 | 103.310 | 106.650 | 161.640 | 0.287 | 0.278 | 0.435 | 1.640 |
RC-6-2 | 372.450 | 100.930 | 113.220 | 158.290 | 0.304 | 0.271 | 0.425 | 1.610 |
RC-6-3 | 359.780 | 95.700 | 112.250 | 151.820 | 0.312 | 0.266 | 0.422 | 1.550 |
RC-9-1 | 364.150 | 99.770 | 100.500 | 163.860 | 0.276 | 0.274 | 0.450 | 1.670 |
RC-9-2 | 357.320 | 91.830 | 106.110 | 159.360 | 0.297 | 0.257 | 0.446 | 1.620 |
RC-9-3 | 365.510 | 93.570 | 112.940 | 158.990 | 0.309 | 0.256 | 0.435 | 1.620 |
RC-12-1 | 355.150 | 90.910 | 97.310 | 166.920 | 0.274 | 0.256 | 0.470 | 1.700 |
RC-12-2 | 349.180 | 88.340 | 99.510 | 161.320 | 0.285 | 0.253 | 0.462 | 1.640 |
RC-12-3 | 371.230 | 94.290 | 110.990 | 165.930 | 0.299 | 0.254 | 0.447 | 1.690 |
ID | Experiment | Simulation | ||
---|---|---|---|---|
σd/Mpa | εd | σd/Mpa | εd | |
RC-0-1 | 38.530 | 0.039 | 38.500 | 0.391 |
RC-0-2 | 46.602 | 0.058 | 47.100 | 0.056 |
RC-0-3 | 49.000 | 0.057 | 45.000 | 0.056 |
RC-3-1 | 35.420 | 0.046 | 33.500 | 0.046 |
RC-3-2 | 40.350 | 0.054 | 38.000 | 0.052 |
RC-3-3 | 47.000 | 0.052 | 43.000 | 0.052 |
RC-6-1 | 32.000 | 0.051 | 31.200 | 0.049 |
RC-6-2 | 38.780 | 0.050 | 36.600 | 0.050 |
RC-6-3 | 46.000 | 0.050 | 45.400 | 0.049 |
RC-9-1 | 27.699 | 0.049 | 25.000 | 0.046 |
RC-9-2 | 35.290 | 0.056 | 33.000 | 0.053 |
RC-9-3 | 41.000 | 0.045 | 38.500 | 0.045 |
RC-12-1 | 24.000 | 0.058 | 22.000 | 0.058 |
RC-12-2 | 31.670 | 0.055 | 29.900 | 0.055 |
RC-12-3 | 40.000 | 0.041 | 38.000 | 0.040 |
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Ling, R.; Zhou, C.; Wu, R.; Xie, Y.; Wu, C. Study on Mechanical Response and Constitutive Model of Rubber Concrete under Impact Load and Water Content Coupling. Buildings 2024, 14, 2528. https://doi.org/10.3390/buildings14082528
Ling R, Zhou C, Wu R, Xie Y, Wu C. Study on Mechanical Response and Constitutive Model of Rubber Concrete under Impact Load and Water Content Coupling. Buildings. 2024; 14(8):2528. https://doi.org/10.3390/buildings14082528
Chicago/Turabian StyleLing, Ru, Chenhao Zhou, Rui Wu, Ying Xie, and Chao Wu. 2024. "Study on Mechanical Response and Constitutive Model of Rubber Concrete under Impact Load and Water Content Coupling" Buildings 14, no. 8: 2528. https://doi.org/10.3390/buildings14082528