Composites Research

  • 제27권1호
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  • Pages.1-6
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  • 2014
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  • 2288-2103(pISSN)
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  • 2288-2111(eISSN)
한국복합재료학회 (The Korean Society for Composite Materials)
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The Influence of the Aspect Ratio on the Composite Material Bridge Deck Structures

  • Han, Bong-Koo (Dept. of Civil Engineering, Seoul National University of Science & Technology)
  • 투고 : 2013.05.10
  • 심사 : 2014.01.08
  • 발행 : 2014.02.28
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초록

Theories for composite material structures are too difficult for such design engineers for construction and some simple but accurate enough methods are necessary. The author has reported that some laminate orientations have decreasing values of $D_{16}$, $B_{16}$, $D_{26}$ and $B_{26}$ stiffnesses as the ply number increases. For such plates, the fiber orientations given above behave as specially orthotropic plates and simple formulas developed by the author. Most of the bridge deck structures on girders have large aspect ratios. For such cases further simplification is possible by neglecting the effect of the longitudinal moment terms $M_x$ on the relevant partial differential equations of equilibrium. In this paper, the result of the study on the subject problem is presented.

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참고문헌

  1. Kim, D.H., "Simple Method of Analysis for Preliminary Design of Certain Composite Laminated Primary for Civil Construction II," Journal of Material Technology, Elsevier, London, 1993.
  2. Kim, D.H., "Composite Structures for Civil and Architectural Engineering," E&FN SPON, Chapman & Hall, London, 1995.
  3. Goldberg, John E., and Kim, D.H., "The Effect of Neglecting the Radial Moment Term in Analyzing a Sectorial Plate by Means of Finite Differences", Proc. of the Seventh International Symposium on Space Technolog and Sciences, Tokyo, Japan, 1967.
  4. Han, B.K., and Kim, D.H., "Simple Method of Vibration Analysis of Three Span Continuous Reinforced Concrete Bridge with Elastic Intermediate Supportm," Journal of Korean Society for Composite Materials, Vol. 17, No. 3, 2004, pp. 23-28.
  5. Han, B.K., and Kim, D.H., "Analysis of Steel Bridges by Means of Specially Orthotropic Plate Theory," Journal of Korean Society of Steel Construction, Vol. 13, No. 1, 2001, pp. 61-69.
  6. Han, B.K., and Kim, D.H, "A Study on Size/Scale Effects in the Failure of Specially Orthotropic Slab Bridges," Journal of Korean Society for Composite Materials, Vol. 23, No. 1, 2010, pp. 23-30. https://doi.org/10.7234/kscm.2010.23.1.023
  7. Kim, D.H., Han, B.K., Lee, J.H., and Hong, C.W., "Simple Methods of Vibration Analysis of Three Span Continuous Reinforced Concrete Bridge with Elastic Intermediate Supports," Proceeding of the Advances in Structural Engineering and Mechanics, Seoul, Vol. 2, pp. 1279-1284, 1999.
  8. Kim, D.H., "A Method of Vibration Analysis of Irreqularly Shaped Structural Members", Proceedings, International Symposium on Engineering Problems in Creating Coastal Industrial Sites, Seoul, Korea, October, 1974.
  9. Stephen P. Timoshenko, and S. Woinowsky-krieger, "Theory of Plates and Shells, Second Edition", Mcgraw Hill Book Co, 1989.
  10. Ashton, J.E., "Anisotropic Plate Analysis-Boundary Condition", Journal of Composite Materials, pp. 162-171, April, 1970.
  11. Whitney, J.M., and Leissa, A.W., "Analysis of a Simply Supported Laminated Anisotropic Rectangular Plate," Journal of AIAA, Vol. 8, No. 1 pp. 28-33, 1970. https://doi.org/10.2514/3.5601
  12. Pagano, N.J., "Exact Solution for Rectangular Bidirectional Composites and Sandwich Plates," Journal of Composites Materials, Vol. 4, No. 1, pp 20-34, Jan, 1970. https://doi.org/10.1177/002199837000400102