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- W2349552212 abstract "Aiming at the stresses in the pavement are influenced by temperature variation,this paper puts forward some calculation suppositions to analyze the stress characteristic of the deck pavement.Taking a continuous rigid frame bridge of high pier and long span as an example,the stress characteristic of the deck pavement was analyzed.The change of bulk temperature is used to establish the recursion equation to simulate the influence of year temperature difference.Calculating the deflection of the main beam which is influenced by temperature variation and fitting the deflection curve,some calculation formula of deck pavement stress and the inter-layer shearing stress between the deck pavement and the main beam are educed due to the balance condition of the pavement micro segment.The change of local temperature is employed to simulate the influence of diurnal difference in temperature and the stress of the deck pavement was calculated by making global analysis before partial analysis.The result shows that the stresses in the pavement are influenced by the different materials of the pavement under the change of bulk temperature;the stresses in the pavement are influenced by the temperature different of the pavement and the main beam under the change of local temperature." @default.
- W2349552212 created "2016-06-24" @default.
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- W2349552212 date "2007-01-01" @default.
- W2349552212 modified "2023-09-27" @default.
- W2349552212 title "The emulation analysis to the temperature effect of the bridge deck pavement of long-span bridge" @default.
- W2349552212 hasPublicationYear "2007" @default.
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