Journal of the Korea Concrete Institute (콘크리트학회논문집)

Korea Concrete Institute (한국콘크리트학회)
권호 표지
DOI QR코드

DOI QR Code

Simple Method of Analysis of Simply Supported Reinforced Concrete Slab

단순지지된 철근콘크리트 슬래브의 간편한 해석방법

  • 한봉구 (서울산업대학교 구조공학과) ;
  • 임희수 (서울산업대학교 구조공학과)
  • Published : 2002.06.01
Download PDF
⟨ Previous Next ⟩

Abstract

The results of analysis of simply supported reinforced concrete slab by special orthotropic plate theory have been reported. This method, however, may be too difficult for some practising engineers. In this paper, the result of analysis of such a plate by means of the beam theory with unit width is reported. By using the "correction factor", the accurate solution for the plate can be obtained by the beam theory. The plate aspect ratio considered is from 1 : 1 to 1 ：6

Keywords

References

  1. Kim, D. H., "Composite Structure for Civil and Architectural Engineering," E & FN Spon, 1st Ed., London, 1995.
  2. Ashton, J. E., "Anisotropic Plate Analysis-Boundary Condition," Journal of Composite Materials. pp.162-171, April, 1970. https://doi.org/10.1177/002199837000400201
  3. Whitney, J. M. and Leissa, A. W., "Analysis of a Simply Supported Laminated Anisotropic Rectangular Plate," Journal of AIAA, Vol. 8, No. 1 1970, pp.28-33. https://doi.org/10.2514/3.5601
  4. Han, B. K. and Kim, D. H., "The Effect of Neglecting the Longitudinal Moment Terms in Analyzing [90,0,90]r Type Laminates with Increasing Aspect Ratio," Journal of KSSC, Vol. 13 ,No. 1, 2001, pp.53-60.
  5. Han, B. K. and Kim D. H., "Analysis of steel Bridges by means of Specially Orthotropic Plate Theory," Journal of KSSC, Vol 13 , No. 1, 2001, pp.61-69.
  6. 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, 1999, pp.1279-1284.
  7. Han, B. K. and Kim, J. W. "Analysis of Flexural Vibration of Rhombic Plates with Combinations Clamped and Free Boundary Conditions Including the Effect of Corner Stress Singularities," Journal of the Earthquake Engineering Society of Korea, Vol. 3 , No.1, 1999, pp.9-20.
  8. Kim, D. H., "Simple Method of Analysis for Preliminary Design of Certain Composite Laminated Primary Structures for Civil Construction II," Journal of Materials Processing Technology, 55, Elsevier, London, 1993.
  9. Kim, D. H., Won, C. M., and Lee, J. H. "Analysis of Post-tensioned Bridge by Specially Orthotropic Laminate Theory(I)-Reinforced Concrete Slab Bridge," Proceedings of the Korea Society of Composite Materials, 2001, pp.135-139.
  10. Kim, D. H., "The Effect of Neglecting the Longitudinal Moment Term on the Natural Frquency of Laminated Plates with Increasing Aspect Ratio," Proceedings of the Korea Society of Civil Engineering (1), 1998, pp.59-62.
  11. Tsai, S. W., "Composite Design," Think Composites, 4th Ed., Dayton, 1988.
  12. Vinson, J. R. and Sierakowski, R. L., "The Behavior of Structures Composed of Composite Materials," Martinus Nijhoff, Dordrecht, 1987.