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Dynamic Effects of Moving Vehicular Loads on Continuously Reinforced Concrete Pavements on Winkler Foundation
In this paper, the dynamic response of a moving load on continuously reinforced concrete pavement is analyzed. The pavement rested on Winkler viscoelastic foundation is treated as orthotropic thin slab with a width of b and infinite value in length. The triangular series and Fourier transformation are introduced to analyze the response, and the solution of vertical displacement under a rectangle harmonic moving load is derived. Numerical results were obtained using the inverse Fourier transformation which was used to analyze the influence of load velocity, damp coefficient of ground and reinforcement ratio on the vertical displacement. This work provides useful theoretic references for the design of continuously reinforced concrete pavement.
Dynamic Effects of Moving Vehicular Loads on Continuously Reinforced Concrete Pavements on Winkler Foundation
In this paper, the dynamic response of a moving load on continuously reinforced concrete pavement is analyzed. The pavement rested on Winkler viscoelastic foundation is treated as orthotropic thin slab with a width of b and infinite value in length. The triangular series and Fourier transformation are introduced to analyze the response, and the solution of vertical displacement under a rectangle harmonic moving load is derived. Numerical results were obtained using the inverse Fourier transformation which was used to analyze the influence of load velocity, damp coefficient of ground and reinforcement ratio on the vertical displacement. This work provides useful theoretic references for the design of continuously reinforced concrete pavement.
Dynamic Effects of Moving Vehicular Loads on Continuously Reinforced Concrete Pavements on Winkler Foundation
Liang, Shihua (Autor:in) / Yang, Xueqiang (Autor:in) / Qi, Tian (Autor:in) / Liu, Ganbin (Autor:in)
Ninth International Conference of Chinese Transportation Professionals (ICCTP) ; 2009 ; Harbin, China
ICCTP 2009 ; 1-8
23.07.2009
Aufsatz (Konferenz)
Elektronische Ressource
Englisch
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