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Title: Fatigue Simulation of Cement Concrete Bridge Pavement Using Dissipated Energy Approach
Accession Number: 01478651
Record Type: Component
Availability: Transportation Research Board Business Office 500 Fifth Street, NW Abstract: One of the best methods for analyzing the fatigue properties, the dissipated energy (DE) approach was used to investigate the fatigue properties of the cement concrete bridge pavement in this paper. Based on the DE concept for asphalt mixture, the fatigue life equation is derived for cement concrete bridge pavement sustaining repeated cyclic load. The composite beam fatigue tests were conducted using a third-point flexural bending test to determine the dissipated energy parameters and the relevant regression coefficients, and then the fatigue lives of pavement under different axle loads can be predicted. On the basis of these works, the fatigue life predictive formula of pavement using DE approach is expressed as a relationship between the initial dissipated energy and the fatigue life. The results of this paper have strong theoretical and practical value in establishing the fatigue design theory and method for cement concrete bridge pavement and estimating effectively the service life of concrete bridge pavement.
Supplemental Notes: This paper was sponsored by TRB committee AFN10 Basic Research and Emerging Technologies Related To Concrete.
Monograph Title: Monograph Accession #: 01470560
Report/Paper Numbers: 13-3278
Language: English
Corporate Authors: Transportation Research Board 500 Fifth Street, NW Authors: Qian, ZhendongWang, JiangyangChen, LeileiPeng, GuangyinPagination: 14p
Publication Date: 2013
Conference:
Transportation Research Board 92nd Annual Meeting
Location:
Washington DC, United States Media Type: Digital/other
Features: Figures; Photos; References; Tables
TRT Terms: Subject Areas: Bridges and other structures; Highways; Materials; I32: Concrete
Source Data: Transportation Research Board Annual Meeting 2013 Paper #13-3278
Files: TRIS, TRB, ATRI
Created Date: Feb 5 2013 12:40PM
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