Method for Determining Temperature Stresses in Asphalt Concrete Using the Finite Element Method
DOI:
https://doi.org/10.17605/OSF.IO/JWHEFKeywords:
asphalt concrete, bitumen, elastic modulus, relaxation modulus, finite element method, stress-strain stateAbstract
A method for determining temperature stresses in asphalt concrete based on a finite element model is proposed. The possibility of rapid assessment of temperature stresses in asphalt concrete with the possibility of predicting low-temperature cracks is shown.
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