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- W2369776653 abstract "Based on fracture mechanics,the crack propagation model was established with the finite element method.When bridge deck pavement repaving was conducted,the effect of pavement cracks on the overlay was analyzed in terms of stress intensity factor.The influence of cracks of different widths and different overlay thickness on the overlay crack propagation under the load and temperature stress was studied.Through the study,it was indicated that low temperature was the major factor for crack propagation.The thicker the overlay,the smaller the stress intensity factor of crack tip.A higher crack resistance was in need for ultra-thin bridge deck pavements." @default.
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- W2369776653 date "2010-01-01" @default.
- W2369776653 modified "2023-09-25" @default.
- W2369776653 title "Study on Crack Propagation of Ultra-thin Deck Pavement Based on Fatigue and Fracture Mechanics" @default.
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