Paper Title:
Dynamic Response of the Steel Bridge Deck Thin Surfacing due to Vehicle Load
  Abstract

Basing on the coupled vibration theory, dynamic behavior of steel bridge deck thin surfacing under rand moving vehicles is studied. A three-dimensional coupled model is carried out for the steel bridges deck thin surfacing and vehicle. A method based on modal superposition and state space technique is developed to solve dynamic response generated by vehicle-surfacing interaction. The dynamic responses of an actual steel bridge deck thin surfacing are studied. The results show that adding epoxy asphalt as a sub coat can improve interface adhesion strength, which would be designed as the interface layer of steel deck thin surfacing.

  Info
Periodical
Advanced Materials Research (Volumes 148-149)
Edited by
Xianghua Liu, Zhengyi Jiang and Jingtao Han
Pages
544-547
DOI
10.4028/www.scientific.net/AMR.148-149.544
Citation
X. Q. Xu, Y. Y. Ma, G. Q. Wu, X. M. Gao, "Dynamic Response of the Steel Bridge Deck Thin Surfacing due to Vehicle Load", Advanced Materials Research, Vols. 148-149, pp. 544-547, 2011
Online since
October 2010
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Price
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