Mechanical Properties and Crack Resistance of Basalt Fiber Self-Compacting High Strength Concrete: An Experimental Study
Abstract
:1. Introduction
2. Material Selection and Scheme Design
2.1. Selection of Raw Materials
2.1.1. Cement
2.1.2. Coarse Aggregate
2.1.3. Fine Aggregate
2.1.4. Mineral Admixture
2.1.5. Admixture
2.1.6. Fiber and Mixed Water
2.2. Design of Experimental Plan
2.2.1. Mixing Ratio Design
2.2.2. Orthogonal Experimental Design
2.2.3. Preparation and Maintenance of Specimens
3. Study of the Mechanical Properties of Basalt Fiber Self-Compacting High-Strength Concrete
3.1. Compressive Strength Test
3.1.1. Test Method
3.1.2. Test Results and Analysis
3.2. Splitting Tensile Strength Test
3.2.1. Test Method
3.2.2. Test Results and Analysis
3.3. Flexural Strength Test
3.3.1. Test Method
3.3.2. Test Results and Analysis
4. Study of the Crack Resistance of the Basalt Fiber Self-Compacting High Strength Concrete
4.1. Determination of the Optimal Mix Ratio
4.2. Test Method
4.3. Test Results and Analysis
4.3.1. Effect of the Fiber Volume Fraction on the Cracks in Self-Compacting High-Strength Concrete
4.3.2. Effect of Fiber Length on Cracks in the Self-Compacting High-Strength Concrete
5. Conclusions
Author Contributions
Funding
Institutional Review Board Statement
Informed Consent Statement
Data Availability Statement
Conflicts of Interest
References
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Testing Items | Fineness (%) | Loss on Ignition (%) | MgO (%) | SO3 (%) | Flexural Strength (MPa) | Compressive Strength (MPa) | ||
---|---|---|---|---|---|---|---|---|
3 d | 28 d | 3 d | 28 d | |||||
Standard value | ≤10.0 | ≤5.0 | ≤5.0 | ≤3.5 | ≥3.5 | ≥6.5 | ≥17.0 | ≥42.5 |
Actual measured value | 2.0 | 4.07 | 1.47 | 1.75 | 5.1 | 8.3 | 24.4 | 50.1 |
Mud Content (%) | Apparent Density (kg/m3) | Bulk Density (kg/m3) | Needle and Flake Content (%) | Crushing Value (%) | Porosity (%) |
---|---|---|---|---|---|
1.2 | 2700 | 1620 | 2.8 | 9.6 | 44 |
Gradation | Nominal Diameter (mm) | Sieve Diameter (mm) | Sieve Residue (%) | Accumulated Sieve Residue (%) |
---|---|---|---|---|
Gap gradation | 5~20 | 16.0 | 35.7 | 35.7 |
9.50 | 18.6 | 54.3 | ||
4.75 | 38.9 | 93.2 | ||
2.36 | 6.8 | 100 |
Mud Content (%) | Fineness Modulus | Apparent Density (kg/m3) | Bulk Density (kg/m3) | Porosity (%) |
---|---|---|---|---|
1.4 | 2.6 | 2600 | 1450 | 40 |
Sieve Diameter (mm) | 5.0 | 2.5 | 1.25 | 0.630 | 0.315 | 0.16 | <0.16 |
---|---|---|---|---|---|---|---|
Sieve residue (%) | 0 | 7.35 | 13.33 | 31.67 | 31.83 | 14.73 | 1.09 |
Accumulated sieve residue (%) | 0 | 7.35 | 20.68 | 52.35 | 84.18 | 98.91 | 100 |
Testing Items | (45 μm Square Hole Sieve Residue Value) Fineness (%) | Water Demand Ratio (%) | Loss on Ignition (%) | Moisture Content (%) | SO3 (%) |
---|---|---|---|---|---|
Standard value | ≦12.0 | ≦95 | ≦5.0 | ≦1.0 | ≦3.0 |
Actual measured value | 8.7 | 91 | 2.1 | 0.3 | 0.5 |
Model | Moisture Content | NaSO4 | Cl− | Water Reduction Rate |
---|---|---|---|---|
Viscocrete 530 p | 3% | 0.6% | 0.01% | 28% |
Monofilament Diameter (μm) | Length (mm) | Density (kg/m3) | Tensile Strength (MPa) | Elastic Modulus (GPa) | Elongation (%) |
---|---|---|---|---|---|
16 | 6, 12, 18 | 2600 | 3000 | 81.9 | 3.22 |
Performance Level | Ⅰ | Ⅱ | Ⅲ |
---|---|---|---|
Volume of coarse aggregate (m3) | 0.28~0.30 | 0.30~0.33 | 0.32~0.35 |
Cement | Sand | Cobble | Fly Ash | Water |
---|---|---|---|---|
422 | 815.5 | 825.5 | 141 | 180 |
Horizontal Factor | Water Binder Ratio (W/B): A | Fiber Volume Fraction: B (%) | Fiber Length: C (mm) | Fly Ash Mixing Amount: D (%) |
---|---|---|---|---|
1 | 0.30 | 0.1 | 6 | 20 |
2 | 0.32 | 0.2 | 12 | 25 |
3 | 0.34 | 0.3 | 18 | 30 |
Test Number | W/B | Fiber Volume Fraction (%) | Fiber Length (mm) | Fly Ash Mixing Amount (%) |
---|---|---|---|---|
A | B | C | D | |
BF-1 | 1 (0.30) | 1 (0.1) | 1 (6) | 1 (20) |
BF-2 | 1 (0.30) | 2 (0.2) | 2 (12) | 2 (25) |
BF-3 | 1 (0.30) | 3 (0.3) | 3 (18) | 3 (30) |
BF-4 | 2 (0.32) | 1 (0.1) | 2 (12) | 3 (30) |
BF-5 | 2 (0.32) | 2 (0.2) | 3 (18) | 1 (20) |
BF-6 | 2 (0.32) | 3 (0.3) | 1 (6) | 2 (25) |
BF-7 | 3 (0.34) | 1 (0.1) | 3 (18) | 2 (25) |
BF-8 | 3 (0.34) | 2 (0.2) | 1 (6) | 3 (30) |
BF-9 | 3 (0.34) | 3 (0.3) | 2 (12) | 1 (20) |
Number | Test Name | Specimen Size (mm3) | Number of Groups | Number/Group | Number of Specimens (Pieces) |
---|---|---|---|---|---|
1 | Compressive strength | 100 × 100 × 100 | 9 | 3 | 9 × 3 = 27 |
2 | Splitting tensile strength | 100 × 100 × 100 | 9 | 3 | 9 × 3 = 27 |
3 | Flexural strength | 100 × 100 × 400 | 9 | 3 | 9 × 3 = 27 |
4 | Early crack resistance | 800 × 600 × 100 | 6 | 1 | 6 × 1 = 6 |
Number | A W/B | Fiber Volume Fraction: B (%) | Fiber Length: C (mm) | Fly Ash Mixing Amount: D (%) | Compressive Strength (MPa) |
---|---|---|---|---|---|
BF-1 | 1 (0.30) | 1 (0.1) | 1 (6) | 1 (20) | 55.10 |
BF-2 | 1 (0.30) | 2 (0.2) | 2 (12) | 2 (25) | 58.20 |
BF-3 | 1 (0.30) | 3 (0.3) | 3 (18) | 3 (30) | 57.60 |
BF-4 | 2 (0.32) | 1 (0.1) | 2 (12) | 3 (30) | 54.30 |
BF-5 | 2 (0.32) | 2 (0.2) | 3 (18) | 1 (20) | 54.70 |
BF-6 | 2 (0.32) | 3 (0.3) | 1 (6) | 2 (25) | 53.10 |
BF-7 | 3 (0.34) | 1 (0.1) | 3 (18) | 2 (25) | 51.90 |
BF-8 | 3 (0.34) | 2 (0.2) | 1 (6) | 3 (30) | 52.80 |
BF-9 | 3 (0.34) | 3 (0.3) | 2 (12) | 1 (20) | 52.50 |
Items | A W/B | Fiber Volume Fraction: B (%) | Fiber Length: C (mm) | Fly Ash Mixing Amount: D (%) |
---|---|---|---|---|
K1 | 170.9 | 161.3 | 161.0 | 162.3 |
K2 | 162.1 | 165.7 | 165.0 | 163.2 |
K3 | 157.2 | 163.2 | 164.2 | 164.7 |
K1- | 56.70 | 53.77 | 53.67 | 54.10 |
K2- | 54.03 | 55.23 | 55.00 | 54.40 |
K3- | 52.40 | 54.40 | 54.73 | 54.90 |
R | 4.30 | 1.46 | 1.33 | 0.80 |
Number | A W/B | Fiber Volume Fraction: B (%) | Fiber Length: C (mm) | Fly Ash Mixing Amount: D (%) | Splitting Tensile Strength MPa |
---|---|---|---|---|---|
BF-1 | 1 (0.30) | 1 (0.1) | 1 (6) | 1 (20) | 3.36 |
BF-2 | 1 (0.30) | 2 (0.2) | 2 (12) | 2 (25) | 4.45 |
BF-3 | 1 (0.30) | 3 (0.3) | 3 (18) | 3 (30) | 4.25 |
BF-4 | 2 (0.32) | 1 (0.1) | 2 (12) | 3 (30) | 3.92 |
BF-5 | 2 (0.32) | 2 (0.2) | 3 (18) | 1 (20) | 4.18 |
BF-6 | 2 (0.32) | 3 (0.3) | 1 (6) | 2 (25) | 3.64 |
BF-7 | 3 (0.34) | 1 (0.1) | 3 (18) | 2 (25) | 3.80 |
BF-8 | 3 (0.34) | 2 (0.2) | 1 (6) | 3 (30) | 3.59 |
BF-9 | 3 (0.34) | 3 (0.3) | 2 (12) | 1 (20) | 4.31 |
Items | A W/B | Fiber Volume Fraction: B (%) | Fiber Length: C (mm) | Fly Ash Mixing Amount: D (%) |
---|---|---|---|---|
K1 | 12.06 | 11.07 | 10.59 | 11.85 |
K2 | 11.73 | 12.22 | 12.69 | 11.88 |
K3 | 11.70 | 12.20 | 12.23 | 11.76 |
K1- | 4.02 | 3.69 | 3.53 | 3.95 |
K2- | 3.91 | 4.06 | 4.23 | 3.96 |
K3- | 3.90 | 4.07 | 4.08 | 3.92 |
R | 0.12 | 0.38 | 0.7 | 0.04 |
Number | A W/B | Fiber Volume Fraction: B (%) | Fiber Length: C (mm) | Fly Ash Mixing Amount: D (%) | Splitting Tensile Strength MPa |
---|---|---|---|---|---|
BF-1 | 1 (0.30) | 1 (0.1) | 1 (6) | 1 (20) | 4.67 |
BF-2 | 1 (0.30) | 2 (0.2) | 2 (12) | 2 (25) | 5.48 |
BF-3 | 1 (0.30) | 3 (0.3) | 3 (18) | 3 (30) | 5.55 |
BF-4 | 2 (0.32) | 1 (0.1) | 2 (12) | 3 (30) | 5.45 |
BF-5 | 2 (0.32) | 2 (0.2) | 3 (18) | 1 (20) | 5.68 |
BF-6 | 2 (0.32) | 3 (0.3) | 1 (6) | 2 (25) | 5.27 |
BF-7 | 3 (0.34) | 1 (0.1) | 3 (18) | 2 (25) | 4.95 |
BF-8 | 3 (0.34) | 2 (0.2) | 1 (6) | 3 (30) | 5.16 |
BF-9 | 3 (0.34) | 3 (0.3) | 2 (12) | 1 (20) | 5.31 |
Items | A W/B | Fiber Volume Fraction: B (%) | Fiber Length: C (mm) | Fly Ash Mixing Amount: D (%) |
---|---|---|---|---|
K1 | 15.69 | 15.06 | 15.09 | 15.66 |
K2 | 16.41 | 16.32 | 16.23 | 15.69 |
K3 | 15.42 | 16.14 | 16.17 | 16.17 |
K1- | 5.23 | 5.02 | 5.03 | 5.22 |
K2- | 5.47 | 5.44 | 5.41 | 5.23 |
K3- | 5.14 | 5.38 | 5.39 | 5.39 |
R | 0.33 | 0.42 | 0.38 | 0.17 |
Number | Factor Combination | Assessment Indicators | Efficacy Coefficient | Total Efficacy Coefficient | ||||
---|---|---|---|---|---|---|---|---|
Compressive Strength (MPa) | Splitting Tensile Strength (MPa) | Flexural Strength (MPa) | d1 | d2 | d3 | d | ||
BF-1 | A1B1C1D1 | 55.10 | 3.36 | 4.67 | 0.945 | 0.755 | 0.822 | 0.669 |
BF-2 | A1B2C2D2 | 58.20 | 4.45 | 5.48 | 1.000 | 1.000 | 0.965 | 0.988 |
BF-3 | A1B3C3D3 | 57.60 | 4.25 | 5.55 | 0.988 | 0.955 | 0.977 | 0.936 |
BF-4 | A2B1C2D3 | 54.30 | 3.92 | 5.45 | 0.930 | 0.881 | 0.960 | 0.808 |
BF-5 | A2B2C3D1 | 54.70 | 4.18 | 5.68 | 0.938 | 0.939 | 1.000 | 0.881 |
BF-6 | A2B3C1D2 | 53.10 | 3.64 | 5.27 | 0.911 | 0.818 | 0.928 | 0.727 |
BF-7 | A3B1C3D2 | 51.90 | 3.80 | 4.95 | 0.890 | 0.854 | 0.871 | 0.726 |
BF-8 | A3B2C1D3 | 52.80 | 3.59 | 5.16 | 0.906 | 0.807 | 0.908 | 0.708 |
BF-9 | A3B3C2D1 | 52.50 | 4.31 | 5.31 | 0.901 | 0.969 | 0.935 | 0.853 |
Items | A W/B | Fiber Volume Fraction: B (%) | Fiber Length: C (mm) | Fly Ash Mixing Amount: D (%) |
---|---|---|---|---|
K1− | 0.864 | 0.734 | 0.701 | 0.801 |
K2− | 0.805 | 0.859 | 0.883 | 0.814 |
K3− | 0.762 | 0.839 | 0.848 | 0.817 |
R | 0.102 | 0.125 | 0.182 | 0.016 |
Test Piece Number | Crack Length/Maximum Crack Width for Each Blade Number (mm) | ||||||
---|---|---|---|---|---|---|---|
1 | 2 | 3 | 4 | 5 | 6 | 7 | |
NC | 596/0.3 | 362/0.27 | 622/0.28 | 502/0.3 | 583/0.32 | 317/0.28 | 565/0.32 |
K-0.1-12 | 525/0.25 | - | 346/0.2 | 453/0.28 | 533/0.2 | - | 418/0.22 |
K-0.2-6 | 422/0.25 | 350/0.18 | 328/0.2 | - | 302/0.15 | - | 450/0.2 |
K-0.2-12 | 262/0.1 | - | 319/0.18 | - | 324/0.2 | 145/0.18 | - |
K-0.2-18 | - | 292/0.18 | - | 158/0.16 | - | - | - |
K-0.3-12 | - | - | 185/0.12 | - | 125/0.06 | - | - |
Test Piece Number | Early Crack Resistance Performance Evaluation Indicators | ||||
---|---|---|---|---|---|
n/piece | a/mm2/piece | b/piece/m2 | c/mm2/m2 | η | |
NC | 7 | 75.53 | 14.58 | 1101.23 | 0 |
K-0.1–12 | 5 | 52.95 | 10.42 | 551.74 | 0.499 |
K-0.2–6 | 5 | 43.66 | 10.42 | 454.96 | 0.587 |
K-0.2–12 | 4 | 21.82 | 8.33 | 181.76 | 0.835 |
K-0.2–18 | 2 | 19.39 | 4.17 | 80.86 | 0.927 |
K-0.3–12 | 2 | 7.43 | 4.17 | 30.98 | 0.972 |
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Xue, Z.; Qi, P.; Yan, Z.; Pei, Q.; Zhong, J.; Zhan, Q. Mechanical Properties and Crack Resistance of Basalt Fiber Self-Compacting High Strength Concrete: An Experimental Study. Materials 2023, 16, 4374. https://doi.org/10.3390/ma16124374
Xue Z, Qi P, Yan Z, Pei Q, Zhong J, Zhan Q. Mechanical Properties and Crack Resistance of Basalt Fiber Self-Compacting High Strength Concrete: An Experimental Study. Materials. 2023; 16(12):4374. https://doi.org/10.3390/ma16124374
Chicago/Turabian StyleXue, Zhicheng, Pengfei Qi, Ziran Yan, Qiang Pei, Jintu Zhong, and Qinjian Zhan. 2023. "Mechanical Properties and Crack Resistance of Basalt Fiber Self-Compacting High Strength Concrete: An Experimental Study" Materials 16, no. 12: 4374. https://doi.org/10.3390/ma16124374