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- W2372915589 abstract "This paper analyzes relaxation characteristics of asphalt pavement with reflective crack under traffic load and reveals the failure mechanism.Based on the thermorheological simplicity of viscoelastic materials,relaxation moduli function under differential temperature for asphalt concrete are determined.The elements are locally refined in order to simulate crack.Normal stress is reduced with time,and stress relaxation is obvious.Change extent of shearing stress at the surface bottom with time and distance from crack tip is obvieus.Change extent of maximum vertical deflection is not obvious with relaxation.Normal stress is not obvious with relaxation.The chief reason of crack propagated under symmetrical load is normal stress,not shearing stress.Change extent of maximum vertical deflection is not obvious with relaxation." @default.
- W2372915589 created "2016-06-24" @default.
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- W2372915589 date "2011-01-01" @default.
- W2372915589 modified "2023-09-24" @default.
- W2372915589 title "Relaxation Characteristics of Asphalt Concrete Pavement with Reflective Crack under Traffic Load" @default.
- W2372915589 hasPublicationYear "2011" @default.
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