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Abstract:
Concrete pavement slab may get a significant built-in curling due to dry shrinkage and built-in temperature gradient at its initial stage. Here, effects of built-in curling of the slab on dynamic load and riding comfort of vehicles were analyzed based on a quarter vehicle vibration model and the road-vehicle dynamic interaction analysis method. The results showed that the built-in curling has more effects on roughness and random dynamic load of a higher-grade pavement, it mainly affects road roughness and vehicle random dynamic load parameters related to frequency of (slab length/speed); built-in curling and environmental temperature gradient produce upward or downward curling, slab upward curling has a larger influence on pavement roughness and random dynamic load, but down warping has little effect; riding comfort, pavement grade, vehicle parameters and vehicle speed have more significant effects on riding comfort than built-curling does. Three-roll shaft construction's built-in curling shape has a stronger effect than asiab's built in curling does; effective built-in temperature difference keeping below -10℃ may lead to a good performance of pavement slab. ©, 2014, Chinese Vibration Engineering Society. All right reserved.
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Journal of Vibration and Shock
ISSN: 1000-3835
Year: 2014
Issue: 23
Volume: 33
Page: 1-8
Cited Count:
SCOPUS Cited Count: 9
ESI Highly Cited Papers on the List: 0 Unfold All
WanFang Cited Count:
Chinese Cited Count:
30 Days PV: 2
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