RESEARCH PAPER |
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A Study on Dynamic Compressive Mechanical Properties of Multi-size Polypropylene Fiber Concrete Under High Strain Rate |
Ninghui LIANG1,2,Peng YANG1,2,Xinrong LIU1,2,Yang ZHONG1,2,Zheqi GUO1,2
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1 College of Civil Engineering, Chongqing University, Chongqing 400045 2 Key Laboratory of New Technology for Construction of Cities in Mountain Area, Ministry of Education, Chongqing 400045 |
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Abstract Impacting compression tests of fine polypropylene fibers in two sizes and thick polypropylene fibers in one size, single-doped and mix-doped with concrete were conducted by 74 mm diameter split Hopkinson pressure bar (SHPB). Multi-size polypropylene fiber concrete specimens with coarse, fine fiber and different fiber content at 5 different strain rates under dynamic compressive strength, dynamic compressive deformation, dynamic compressive toughness and failure forms were compared and analyzed. The dynamic mechanical properties of polypropylene fiber were studied. The results showed that the dynamic compressive strength, dynamic compression deformation and dynamic compression toughness of concrete and fiber concrete show a significant strain rate effect with the increase of strain rate. In the range of strain rate, the dynamic compressive strength of coarse polypropylene fiber reinforced concrete is the highest, and in comparing with that of the plain concrete increased by 132.36%—213.85%. The dynamic compressive strength growth factor of multi-scale polypropylene fiber concrete is basically the same with that of plain concrete. The dynamic peak strain and ultimate strain of concrete under different strain rates can be increased effectively by adding polypropylene fiber. The dynamic ultimate toughness of multi-scale polypropylene fiber concrete is higher than that of polypropylene fiber concrete, and the dynamic ultimate toughness is the highest when the content of fine polypropylene fiber is 1.2 kg/m 3, and the growth rate is up to 121.11%.
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Published: 25 January 2018
Online: 2018-01-25
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Fiber number | Diameter mm | Length mm | Tensile strength MPa | Elastic modulus GPa | Elongation at break/% | Density g/cm3 | Recommended dosage/(kg/m3) | F1 | 0.026 | 19 | 641 | 4.5 | 40 | 0.91 | 0.9 | F2 | 0.1 | 19 | 322 | 4.9 | 15 | 0.91 | 0.9 | C1 | 0.8 | 50 | 706 | 7.4 | 10 | 0.95 | 6.0 |
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Physical and mechanical parameters of polypropylene fiber
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Power level | Cement kg/m3 | Sand kg/m3 | Stone kg/m3 | Water kg/m3 | Water plastic ratio | Gravel diameter mm | Sand rate/% | Water-reducing agent/(kg/m3) | C30 | 380 | 701 | 1 144 | 175 | 0.461 | 5—10 | 38 | 3.8 |
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Mix proportions of concrete
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Test piece number | Fiber type | Fiber content % | Average static compressive strength/MPa | A0 | Nothing | 0 | 29.6 | A1 | F1 | 0.1 | 30.3 | A2 | F2 | 0.1 | 30.2 | A3 | C1 | 0.6 | 35.6 | A4 | F1+F2+C1 | 0.05+0.05+0.5 | 43.3 | A5 | F1+F2+C1 | 0.06+0.06+0.48 | 48.4 |
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Specimen number and average static compressive strength
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Apparatus of 74 mm diameter SHPB
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Processed part of the specimen
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Material | Impact load MPa | Average strain rate/s-1 | Dynamic compressive strength/MPa | Dynamic strength enhancement factor | Peak strain 10-3 | Ultimate strain 10-3 | Peak toughness kJ·m-3 | Ultimate toughness kJ·m-3 | A0 | 0.3 | 34 | 45.13 | 1.525 | 3.79 | 17.11 | 112.1 | 468.8 | 0.35 | 63 | 48.2 | 1.628 | 4.276 | 12.58 | 143.2 | 419.7 | 0.4 | 74 | 50.2 | 1.696 | 4.173 | 13.57 | 153.3 | 484.1 | 0.45 | 89 | 52.23 | 1.765 | 4.824 | 14.35 | 188.1 | 540.3 | 0.5 | 113 | 55.42 | 1.872 | 3.959 | 16.3 | 163.9 | 657.5 | A1 | 0.3 | 30 | 47.27 | 1.56 | 6.445 | 14.52 | 222 | 486.4 | 0.35 | 58 | 54.02 | 1.783 | 5.982 | 15.77 | 219.2 | 571.1 | 0.4 | 83 | 53.65 | 1.771 | 7.424 | 16.86 | 300 | 646 | 0.45 | 95 | 53.4 | 1.762 | 7.386 | 19.86 | 255.9 | 661.7 | 0.5 | 104 | 60.75 | 2.005 | 8.8 | 19.83 | 408.6 | 834.9 | A2 | 0.3 | 32 | 47.84 | 1.584 | 5.046 | 14.39 | 162.4 | 427.9 | 0.35 | 68 | 51.06 | 1.691 | 5.956 | 16.48 | 230 | 546.7 | 0.4 | 85 | 55.91 | 1.851 | 5.69 | 16.26 | 230.1 | 610.5 | 0.45 | 96 | 57.45 | 1.902 | 6.638 | 18.92 | 304 | 789.3 | 0.5 | 103 | 60.92 | 2.017 | 8.887 | 18.69 | 433.7 | 809.2 | A3 | 0.3 | 28 | 68.78 | 1.932 | 5.405 | 16.49 | 252 | 759.3 | 0.35 | 61 | 70.72 | 1.987 | 4.067 | 14.46 | 205 | 624.3 | 0.4 | 78 | 75.32 | 2.116 | 5.383 | 18.13 | 302.1 | 892.9 | 0.45 | 96 | 85.91 | 2.413 | 8.268 | 18.59 | 516.5 | 1 119.5 | 0.5 | 108 | 92.9 | 2.61 | 5.132 | 17.53 | 338.2 | 998.1 | A4 | 0.3 | 34 | 58.01 | 1.339 | 2.758 | 11.88 | 99.5 | 414.4 | 0.35 | 73 | 62.38 | 1.441 | 3.035 | 13.93 | 139 | 516.7 | 0.4 | 87 | 63.66 | 1.47 | 6.031 | 23.5 | 315.6 | 936.8 | 0.45 | 93 | 72.26 | 1.669 | 7.415 | 24.11 | 424.6 | 1 150.6 | 0.5 | 108 | 74.1 | 1.711 | 2.944 | 20.21 | 164.5 | 941.6 | A5 | 0.3 | 36 | 60.16 | 1.243 | 1.768 | 17.16 | 74.4 | 550 | 0.35 | 69 | 73.83 | 1.525 | 3.626 | 18.69 | 190.6 | 780.8 | 0.4 | 76 | 72.02 | 1.488 | 6.66 | 21.1 | 364.5 | 1 070.4 | 0.45 | 87 | 78.09 | 1.613 | 8.14 | 22.28 | 446 | 1 066.4 | 0.5 | 102 | 90.97 | 1.88 | 8.225 | 19.99 | 534.8 | 1 149.4 |
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Summary of SHPB tests on multi-scale polypropylene fiber concrete
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Stress-strain curves of concrete and fiber reinforced concrete with different strain rates
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Dynamic compressive strength of MPFC with different strain rate
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Dynamic increase factor of MPFC with different strain rate
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Dynamic peak strain of MPFC with different strain rate
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Dynamic limit strain of MPFC with different strain rate
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Dynamic peak toughness of MPFC with different strain rates
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Dynamic limit toughness of MPFC with differentstrain rates
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Typical damage form of plain concrete and fiber concrete
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