Analysis on Analogue Simulation for Oscillatory Compaction Implementation in Bridge Deck Pavement

Si Te Wu; Ping Ming Huang; Juan Wang

doi:10.4028/www.scientific.net/AMM.488-489.433

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 488-489Analysis on Analogue Simulation for Oscillatory...

Analysis on Analogue Simulation for Oscillatory Compaction Implementation in Bridge Deck Pavement

Abstract:

According to the compaction mechanism of oscillatory roller, a simulation model for oscillatory compaction implementation in bridge deck pavement was constructed via ANSYS. Contrast analysis on dynamic responses to bridge structure when vibratory roller or oscillatory roller is in operation shows that dynamic response of oscillatory roller is much smaller than that of vibratory roller under approximate compaction degrees. In this way, disturbance for the bridge structure can be reduced greatly, risk of bridge deck pavement construction can be decreased, and service life of the bridge can be increased effectively.

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Periodical:

Applied Mechanics and Materials (Volumes 488-489)

Pages:

433-436

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.488-489.433

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Online since:

January 2014

Authors:

Si Te Wu*, Ping Ming Huang, Juan Wang

Keywords:

Analogue Simulation, ANSYS, Bridge Deck Pavement, Dynamic Response, Oscillatory Compaction

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* - Corresponding Author

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DOI: 10.1016/0045-7825(90)90106-v

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