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The Influence of the Aspect Ratio on the Composite Material Bridge Deck Structures

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키워드

주제분류재료공학

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 D16, B16, D26 and B26 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 Mx on the relevant partial differential equations of equilibrium. In this paper, the result of the study on the subject problem is presented.

Abstract

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 D16, B16, D26 and B26 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 Mx on the relevant partial differential equations of equilibrium. In this paper, the result of the study on the subject problem is presented.

참고문헌 (12)

  1. Kim, D.H, "Simple Method of Analysis for Preliminary Design of Certain Composite Laminated Primary for Civil ConstructionII", Journal of Material Technology (1993)
  2. Kim, D.H, "Composite Structures for Civil and Architectural Engineering" (1995), E&FN SPON, Chapman & Hall
  3. Goldberg, "The Effect of Neglecting The Radial Moment Term in Analyzing a Sectoral Plate by Means of Finite Differences", Proc. of the Seventh InternationalSymposium on Space Technolog and Sciences (1967)
  4. 김덕현, "탄성지지된 3경간 철근콘크리트 교량의 간단한 진동해석법", Composites Research, 17(3), pp.23~28 (2004), 한국복합재료학회
  5. Han, B.K, "Analysis of Steel Bridges by Meansof Specially Orthotropic Plate Theory", Journal of Korean Societyof Steel Construction, 13(1), pp.61~69 (2001)
  6. 한봉구, "특별직교이방성 슬래브 교량의 파괴시 치수효과에 관한 연구", Composites Research, 23(1), pp.23~30 (2010), 한국복합재료학회
  7. Kim, D.H, "Simple Methodsof Vibration Analysis of Three Span Continuous ReinforcedConcrete Bridge with Elastic Intermediate Supports", Proceeding of the Advances in Structural Engineering andMechanics, 2, pp.1279~1284 (1999)
  8. Kim, D. H., "A Method of Vibration Analysis of IrreqularlyShaped Structural Members", Proceedings, International Symposiumon Engineering Problems in Creating Coastal IndustrialSites (1974)
  9. Stephen P, "Theory ofPlates and Shells, Second Edition", pp.1~ (1989), Mcgraw Hill Book Co
  10. Ashton, J.E, "Anisotropic Plate Analysis-Boundary Condition", Journal of Composite Materials, (April), pp.16~171 (1970)
  11. Whitney, J.M, "Analysis of a Simply SupportedLaminated Anisotropic Rectangular Plate", Journal ofAIAA, 8(1), pp.28~33 (1970)
  12. Pagano, N.J, "Exact Solution for Rectangular BidirectionalComposites and Sandwich Plates", Journal of Composites Materials, 4(1), pp.20~34 (1970)

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