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- W2348607358 abstract "Aiming at 2 common bridge deck pavements of continuous rigid frame bridges,it is discussed that the depth of asphalt bridge deck pavement is the main factor influencing temperature gradient stress.The calculation function for temperature gradient stress of continuous rigid frame bridges is analyzed,and the preliminary causes that the temperature gradient stress will not change obviously along with the beam height are gained.The forward results are verified by the analysis results from 2 bridges in the highway from Chongqing to Yibin.According to the analysis and comparison in case study,beam upper side stress will change obviously with vertical temperature gradients caused by the asphalt pavement depth,however,vertical temperature gradients have little effect on the beam lower side stress.The beam upper side stress caused by temperature gradient stress will reach more than 50% of dead load stress,which obviously exceeds the upper side stress of truck loading.The beam upper side stress caused by the change of 1 cm asphalt bridge deck pavement will reach 30%-40% upper side stress caused by truck loading.The stress condition of beam can be adjusted by the reasonable alteration of asphalt bridge deck pavement depth." @default.
- W2348607358 created "2016-06-24" @default.
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- W2348607358 date "2011-01-01" @default.
- W2348607358 modified "2023-09-25" @default.
- W2348607358 title "Effect of Asphalt Bridge Deck Pavement Depth on Beam Temperature Gradient Stress of Continuous Rigid Frame Bridges" @default.
- W2348607358 hasPublicationYear "2011" @default.
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