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한국방재학회논문집 = Journal of the Korean Society of Hazard Mitigation v.7 no.5, 2007년, pp.99 - 110  
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Effect of Slab-base Friction on Response of JCP Slab with Different Material and Geometric Properties

Sun, Ren-Juan   (Dept. of Civil Engr., Inha UniversityUU0001092  ); Lim, Jin-Sun   (Dept. of Civil Engr., Inha UniversityUU0001092  ); Jeong, Jin-Hoon   (Dept. of Civil Engr., Inha UniversityUU0001092  );
  • 초록

    A single slab concrete pavement has been modeled and analyzed by ABAQUS program. The stress and displacement of the JCP slab under traffic load with frictionless contact interaction between slab and base calculated by ABAQUS program have been compared with the results obtained by KENSLABS program. The results of the stresses of the two modeling show similar tendency and the difference of the two modeling is very small however the results of the displacement of the two modeling show some dissimilarity. In order to analyze the effects of material and geometric properties on the responses of slab, some varying parameters were chosen as input for the modeling. The changing parameters include the thickness and elastic modulus of the concrete slab, the thickness and elastic modulus of base and the elastic modulus of the subgrade. The contact interaction between the slab and base layer had been also studied and different friction coefficient 0, 2.5, 6.6, 7.5, 8.9 had been used to simulate the different friction interface condition. The results of the analysis showed that the responses of the concrete slab vary with the material and geometric properties of the pavement structure and the slab-base friction condition.


  • 주제어

    ABAQUS .   concrete slab .   material property .   geometric shape .   slab-base friction .   stress .   displacement.  

  • 참고문헌 (13)

    1. Rufino, D. and Roesler, J, (2006) Effect of Slab-Base Interaction on Measured Concrete Pavement Responses. Journal of Transportation Engineering, ASCE, VoL 132, No.5, pp. 425-434 
    2. Yu, H.T., Khazanovich, L., Darter, M, I., and Ardani, A. (1998) Analysis of concrete pavement responses to temperature and wheel loads measured from instrumented slabs. Transportation Research Record 1639, TRB, Washington, DC, pp. 94-101 
    3. Kim, S.M., Park, HE. and Cho, B.H (2006) Comparison of Distribution in Concrete Pavements under Multi-Axle Interior and Edge Loads. Journal of the Korean Society of Rood Engineers, KSRE, Vol. 3, No.8, pp. 143-153 
    4. Nazarian, S. and Boddspati, K.M. (1995) Pavement-Falling Weight Deflection Interaction Using Dynamic Finite Element Analysis. Transportation Research Record 1449, TRB, National Research Council, Washington, DC, pp, 123-133 
    5. Huang, YH (2004) Pavement Analysis and Design Pearson Prentice Hall, Upper Saddle River, New Jersey 
    6. Westergaard, H.M. (1927) Theory of Concrete Pavement Design. Proceedings, Highway Research Board, Part I, Washington, DC, pp, 175-181 
    7. Suh, YC. and Lee, S.W. (2002) Evaluation of Subbase Friction for Typical Korean Concrete Pavement Transportation Research Record 1809, Transportation Research Board, Washington, DC, pp. 66-73 
    8. Yoo, T.S., Han, S.H., and Sim, J,S. (2005) Evaluation of Jointed Pavement Under Temperature Gradient Using AREA Method and 3-Dimensional Static FEM Analysis. Journal of Civil Engineering, KSCE, VoL 25, No. 2D, pp, 281-286 
    9. PCA. (1984) Thickness Design for Concrete Highway and Street Pavements. Portland Cement Associaion 
    10. AASHTO (2002) AASHTO Guide for Design of Pavement Structure. Washington, DC 
    11. Bennie, S.D. (2004) Development of A Performance Based, Integrated Design/Selection Mixture Methodology for Fiber Reirforced Concrete Airfield Pavements, Ph.D. Dissertation, University of Maryland. Maryland 
    12. Hibbit, Karlsson & Sorensen. (2006) ABAQUS/ User's Manual Version 6.6 
    13. Kim, J. (2000) Three-Dimensional Finite Element Analysis of Multi-Layered System, Ph.D. Dissertation, University of Illinois at UrbanaChampaign, Urbana, Illinois 

 저자의 다른 논문

  • Sun, Ren-Juan (1)

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  • 임진선 (13)

  • 정진훈 (54)

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