The Application of Numerical Simulation Technology in Road Engineering

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In order to analyze the contact stresses between dowels and surrounding concrete in the dowel-jointed cement concrete pavement, the 3-D finite element model is used to simulate the stress concentration in concrete around the dowel bars under traffic loading. The stress and strain responses on the concrete surface have been calculated and they are also verified with self-design full-scale experiments. Results show that the strain data from the numerical simulation agrees well with the full-scale experiment. As a result, the research indicates that the 3-D finite element model is an efficient and accurate method to calculate the interaction characteristics between dowel bars and surrounding concrete. Besides, the high press stress concentration on the concrete up dowels and the tensile stress concentration on the concrete besides dowels will cause the initial crack development in the concrete material surrounding the dowels, which is the main reason leading to the dowel bar deterioration. In this paper, a more concrete and detailed numerical analysis method will be provided to analysis the stresses concentration at steel-concrete interface in the concrete structure.

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690-694

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July 2013

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© 2013 Trans Tech Publications Ltd. All Rights Reserved

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[1] S P Timoshenko.On the correction for shear of the differential equation for transverse vibrations of prismatic bars. The London, Edinburgh, and Dublin Philosophical Magazine and J. of Sci., 1921, XLI(245), pp.744-746.

DOI: 10.1080/14786442108636264

Google Scholar

[2] B F Friberg, F E Richart, R D Bradbury. Load and deflection characteristics of dowels in transverse joints of concrete pavements. 18th Highway Research Board, National Research Council, 1938, pp.156-157.

Google Scholar

[3] B F Friberg. Design of dowels in transverse ioints of concrete pavements. Transactions of the American Society of Civil Engineers, 1940,195(1), pp.1076-1095.

DOI: 10.1061/taceat.0005221

Google Scholar

[4] A M Tabatabaie, E J Barenberg. Structural Analysis of Concrete Pavement Systems. Transportation Engineering Journal, 1980,106(5), pp.493-506.

DOI: 10.1061/tpejan.0000873

Google Scholar

[5] A M Tabatabaie, E J Barenberg. Finite-element analysis of jointed or cracked concrete pavements. Transportatioan Research Board,1978,5, pp.11-19.

Google Scholar

[6] S R Maitra, K S Reddy, L S Ramachandra. Load Transfer Characteristics of Dowel Bar System in Jointed Concrete Pavement. Journal of Transportation Engineering, 2009, 135(11), pp.813-821.

DOI: 10.1061/(asce)te.1943-5436.0000065

Google Scholar

[7] P.Cao D.C. Feng,L.Tian.Research on cracking evolution cement stabilized base course during maintaining period based on elastic-plastic damage mechanics. Engineering Mechanics, pp.99-102,June,2011.

Google Scholar

[8] S Srinivasah. Characterization of stresses induced in doweled joints due to thermal and impact loads. Virginia : West Virginia University ,2001 .

DOI: 10.33915/etd.1208

Google Scholar

[9] J Kim. Three–dimensional finite element analysis of multi-layered system: Comprehensive nonlinear analysis of rigid airport pavement systems. Department of Civil Engineering, University of Illinois at Urbana-Champaign, 2000.

Google Scholar

[10] W G Davids, Z Wang, Y G Turkiy, et al. Three- -Dimensional Finite Element Analysis of Jointed Plain Concrete Pavement with EverFE 2.2. Transportation Research Board, 2003,1853, pp.92-117.

DOI: 10.3141/1853-11

Google Scholar

[11] G W William, S N Shoukry. 3D finite-element analysis of temperature-induced stresses in dowel jointed concrete pavements. International Journal of Geomechanics, 2001,1(3), pp.291-307.

DOI: 10.1061/(asce)1532-3641(2001)1:3(291)

Google Scholar

[12] J R Keeton, J A Bishop. Load Transfer Characteristics of A Dowelled Joint Subjected to Aircraft Wheel Loads. Washington D C :Highway Research Board, 1957, pp.190-198.

Google Scholar

[13] H Guo. Sherwood J.A. Snyder M B.Component dowel-bar model for load transfer systems in PCC pavements. Journal of Transportation Engineering,ASCE,1995,121(3), p.289~298.

DOI: 10.1061/(asce)0733-947x(1995)121:3(289)

Google Scholar

[14] M I Hammons, I M Anastosios. Developments in Rigid Pavement Response Modeling. Technical Report, US Army Corps of Engineers, 1996,8.

Google Scholar

[15] I S Eom, I D Parsons, H Keith. Nonlinear Analysis of the Load Transfer Mechanism in Rigid Pavement Systems Considering Various Interface Conditions. Department of Civil Engineering, University of Illinois at Urbana-Champaign, 2000,12.

Google Scholar