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Study on dynamic mechanical properties of carbon fiber reinforced high strength concrete with initial stress damage
- HAO Li, ZHANG Kai, WU Wenfei
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2023, 0(7):
98-105.
DOI: 10.19936/j.cnki.2096-8000.20230728.014
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In order to explore the change law of mechanical properties of carbon fiber reinforced high strength concrete specimens under impact load under initial stress damage, the longitudinal wave velocity and damage factor of carbon fiber reinforced high strength concrete under different stress amplitude (0σm, 0.3σm, 0.4σm, 0.5σm, 0.6σm, 0.7σm, σm is the uniaxial compressive strength of the specimen) damage were measured by acoustic detector. Uniaxial impact compression tests of damaged specimens under different strain rates were carried out by electro-hydraulic servo press and split Hopkinson pressure bar (SHPB). The relationships among peak stress, dynamic enhancement factor (DIF), energy dissipation, strain rate and damage degree of specimens are analyzed. The results show that the longitudinal wave velocity of the specimen decreases under cyclic load damage. And the larger the damage stress amplitude is, the larger the longitudinal wave velocity drop of the specimen is, and the increase of the damage factor is increased. There is a quadratic positive correlation between damage factor and stress amplitude. The peak stress decreases by 5.86%, 16.45%, 23.97%, 36.10% and 52.29% respectively under 0.3σm, 0.4σm, 0.5σm, 0.6σm, 0.7σm damage stress at 0.2 MPa air pressure. The decreasing amplitude keeps increasing, the bearing capacity of the damaged specimen decreases, and the larger the damage stress amplitude is, the higher the damage degree of the specimen is, and the smaller the peak stress and DIF are. Under the action of dynamic load, the incident energy, reflected energy, transmitted energy and dissipated energy of the specimen all increase with the increase of time and finally tend to constant values. With the increase of damage stress amplitude, the reflected energy of the specimen increases, while the transmitted energy and dissipation energy decrease gradually. The effect of stress damage will reduce the energy dissipation density of the specimen, and the larger the damage stress amplitude, the lower the energy absorption effect of the specimen.