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Experiment and Numerical Simulation of the Dynamic Response of Bridges under Vibratory Compaction of Bridge Deck Asphalt Pavement

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  • An-Ping Peng
  • Han-Cheng Dan
  • Dong Yang

Abstract

Vibratory compaction of bridge deck pavement impacts the structural integrity of bridges to certain degrees. In this study, we analyzed the dynamic response of different types of concrete-beam bridges (continuous beam and simply supported beam) with different cross-sectional designs (T-beam and hollow-slab beam) under vibratory compaction of bridge deck asphalt pavement. The dynamic response patterns of the dynamic deformation and acceleration of bridges under pavement compaction were obtained by performing a series of field experiments and a three-dimensional finite element simulation. Based on the finite element model, the dynamic responses of bridge structures with different spans and cross-sectional designs under different working conditions of vibratory compaction were analyzed. The use of different vibration parameters for different bridge structures was proposed to safeguard their structural safety and reliability.

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  • An-Ping Peng & Han-Cheng Dan & Dong Yang, 2019. "Experiment and Numerical Simulation of the Dynamic Response of Bridges under Vibratory Compaction of Bridge Deck Asphalt Pavement," Mathematical Problems in Engineering, Hindawi, vol. 2019, pages 1-16, July.
    • Handle: RePEc:hin:jnlmpe:2962154
    DOI: 10.1155/2019/2962154
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    Cited by:

    1. Chunxu Qu & Yachao Gong & Liang Ren & Rui Zhang & Hongnan Li, 2022. "Equivalent Solution Method for the Analytical Transverse Modal Shape of Hollow Slab Bridges," Mathematics, MDPI, vol. 10(21), pages 1-14, October.

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