Advances in Civil Engineering / 2019 / Article / Tab 10 / Research Article
Mechanical Performance and Numerical Simulation of Basalt Fiber Reinforced Concrete (BFRC) Using Double-K Fracture Model and Virtual Crack Closure Technique (VCCT) Table 10 BFRC fracture parameters with various basalt fiber content and dosage.
Group Specimen ID (kN) ( ) (kN) ( ) (GPa) ( ) EA A-PC 5.73 18 8.1 58 39.66 64 0.72 1.48 A-6-0.1 5.97 20 9.47 66 37.14 61 0.75 1.64 A-6-0.2 9.57 42 12.35 76 28.36 46 1.16 1.75 A-6-0.3 8.67 32 11.22 72 33.72 55 1.06 1.77 A-6-0.4 7.47 30 10.52 70 30.99 53 0.92 1.63 A-6-0.5 7.55 30 9.58 66 31.33 55 0.93 1.52 A-PC 5.73 18 8.1 58 39.66 64 0.72 1.48 A12-0.1 7.47 23 9.67 68 40.42 64 0.92 1.76 A12-0.2 10.28 34 13.22 92 37.66 61 1.25 2.28 A12-0.3 7.98 27 11.05 73 36.81 59 0.98 1.85 A12-0.4 7.42 29 10.58 72 31.84 55 0.91 1.68 A12-0.5 6.60 31 8.48 65 26.51 53 0.82 1.32 B B-PC 8.5 29 11.35 57 32.06 73 0.84 1.23 B-6-0.1 13.28 42 15.20 65 29.20 62 1.08 1.42 B-6-0.2 15.28 46 17.45 68 30.68 60 1.23 1.59 B-6-0.3 12.53 44 14.89 60 26.30 54 1.03 1.29 B-6-0.4 10.05 31 13.37 60 29.93 65 0.84 1.31 B-6-0.5 11.07 36 12.75 63 28.38 67 0.92 1.28 B-PC 8.5 29 11.35 57 32.06 73 0.84 1.23 B-12-0.1 10.60 34 13.40 72 28.78 71 0.88 1.40 B-12-0.2 12.60 29 17.03 68 40.11 73 1.03 1.78 B-12-0.3 11.73 36 14.62 63 30.09 64 0.97 1.40 B-12-0.4 10.53 33 13.37 63 29.47 67 0.88 1.33 B-12-0.5 10.07 31 12.75 63 29.98 70 0.84 1.32 C C-PC 13.8 31 17.48 64 32.66 88 0.86 1.35 C-6-0.1 14.65 30 17.98 68 35.82 95 0.91 1.47 C-6-0.2 19.77 46 24.62 82 31.52 80 1.18 1.72 C-6-0.3 17.63 36 19.57 75 35.93 96 1.06 1.59 C-6-0.4 15.18 32 18.67 73 34.81 95 0.94 1.52 C-6-0.5 15.78 39 18.42 70 29.69 85 0.97 1.37 C-PC 13.8 31 17.48 64 32.66 88 0.86 1.35 C-12-0.1 14.95 34.5 19.07 79 31.79 93 0.92 1.52 C-12-0.2 16.68 40 21.55 85 30.60 88 1.02 1.63 C-12-0.3 17.38 41 20.17 92 31.10 97 1.06 1.66 C-12-0.4 16.42 42 19.40 81 28.67 88 1.01 1.48 C-12-0.5 14.08 40 17.57 69 25.83 79 0.88 1.25