The Force Impact Analysis of Steel Bridge Deck Pavement Layer Modulus and Pavement Thickness to Pavement System

San Qiang Yang; Pei Wen Hao; Li Qun Tang; Tao Liu

doi:10.4028/www.scientific.net/AMR.368-373.289

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 368-373The Force Impact Analysis of Steel Bridge Deck...

The Force Impact Analysis of Steel Bridge Deck Pavement Layer Modulus and Pavement Thickness to Pavement System

Abstract:

This epoxy asphalt used by the U.S., Japan Epoxy Asphalt two steel bridge deck pavement materials at different thickness analysis of pavement deformation force. Pavement derived the maximum tensile stress, shear stress and elastic modulus, pavement thickness of mathematical models. The results showed that: Pavement maximum tensile stress, shear stress, pavement elastic modulus with available four times a polynomial equation fitted, pavement surface transverse maximum stress increases as the pavement thickness decreases, horizontal maximum shear stress between layers does not increase with the pavement thickness decreases, but the thickness of the pavement at 40-50mm have a peak, then gradually increases with the thickness decreases.

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Periodical:

Advanced Materials Research (Volumes 368-373)

Pages:

289-292

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.368-373.289

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Online since:

October 2011

Authors:

San Qiang Yang, Pei Wen Hao, Li Qun Tang, Tao Liu

Keywords:

Impact Force, Pavement Layer Modulus, Pavement Layer Thickness, Steel Bridge Deck

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