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Fracture Behavior of Basalt Fiber-Reinforced Airport Pavement Concrete at Different Strain Rates
by
Guo, Rongxin
, Wang, Zhenhui
, Mu, Yifan
, Xia, Haiting
, Yan, Yong
in
Aircraft
/ Airports
/ Basalt
/ Basketball players
/ Cement
/ Concrete mixing
/ Concrete properties
/ Concrete slabs
/ Crack propagation
/ Energy
/ Fiber reinforced concretes
/ Fiber volume fraction
/ Fracture testing
/ Fracture toughness
/ Impact strength
/ Load
/ Metal fatigue
/ Parameters
/ Pavements
/ Peak load
/ Random loads
/ Reinforced concrete
/ Runways
/ Strain rate
/ Surface structure
/ Testing equipment
2022
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Fracture Behavior of Basalt Fiber-Reinforced Airport Pavement Concrete at Different Strain Rates
by
Guo, Rongxin
, Wang, Zhenhui
, Mu, Yifan
, Xia, Haiting
, Yan, Yong
in
Aircraft
/ Airports
/ Basalt
/ Basketball players
/ Cement
/ Concrete mixing
/ Concrete properties
/ Concrete slabs
/ Crack propagation
/ Energy
/ Fiber reinforced concretes
/ Fiber volume fraction
/ Fracture testing
/ Fracture toughness
/ Impact strength
/ Load
/ Metal fatigue
/ Parameters
/ Pavements
/ Peak load
/ Random loads
/ Reinforced concrete
/ Runways
/ Strain rate
/ Surface structure
/ Testing equipment
2022
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Fracture Behavior of Basalt Fiber-Reinforced Airport Pavement Concrete at Different Strain Rates
by
Guo, Rongxin
, Wang, Zhenhui
, Mu, Yifan
, Xia, Haiting
, Yan, Yong
in
Aircraft
/ Airports
/ Basalt
/ Basketball players
/ Cement
/ Concrete mixing
/ Concrete properties
/ Concrete slabs
/ Crack propagation
/ Energy
/ Fiber reinforced concretes
/ Fiber volume fraction
/ Fracture testing
/ Fracture toughness
/ Impact strength
/ Load
/ Metal fatigue
/ Parameters
/ Pavements
/ Peak load
/ Random loads
/ Reinforced concrete
/ Runways
/ Strain rate
/ Surface structure
/ Testing equipment
2022
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Fracture Behavior of Basalt Fiber-Reinforced Airport Pavement Concrete at Different Strain Rates
Journal Article
Fracture Behavior of Basalt Fiber-Reinforced Airport Pavement Concrete at Different Strain Rates
2022
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Overview
As a commonly used surface structure for airport runways, concrete slabs are subjected to various complex and random loads for a long time, and it is necessary to investigate their fracture performance at different strain rates. In this study, three-point bending fracture tests were conducted using ordinary performance concrete (OPC) and basalt fiber-reinforced airport pavement concrete (BFAPC) with fiber volume contents of 0.2, 0.4, and 0.6%, at five strain rates (10−6 s−1, 10−5 s−1, 10−4 s−1, 10−3 s−1, and 10−2 s−1). Considering parameters such as the peak load, initial cracking load, double K fracture toughness, fracture energy, and critical crack expansion rate, the effects of the fiber volume content and strain rate on the fracture performance of concrete were systematically studied. The results indicate that these fracture parameters of OPC and BFAPC have an obvious strain rate dependence; in particular, the strain rate has a positive linear relationship with peak load and fracture energy, and a positive exponential relationship with the critical crack growth rate. Compared with OPC, the addition of basalt fiber (BF) can improve the fracture performance of airport pavement concrete, to a certain extent, where 0.4% and 0.6% fiber content were the most effective in enhancing the fracture properties of concrete under strain rates of 10−6–10−5 s−1 and 10−4–10−2 s−1, respectively. From the point of view of the critical crack growth rate, it is shown that the addition of BF can inhibit the crack growth of concrete. In this study, the fracture properties of BFAPC were evaluated at different strain rates, providing an important basis for the application of BFAPC in airport pavement.
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