Journal of the Korea Institute of Military Science and Technology (한국군사과학기술학회지)

The Korea Institute of Military Science and Technology (한국군사과학기술학회)
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A Boundary Integral Method for Elastic Shallow Shell

쉘 구조물의 경계적분법

  • Published : 2004.09.01
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Abstract

This is a boundary integral formulation for elastic shallow shell structures subjected to both membrane and bending loads. Fundamental solutions for shell actions are determined from the plate solutions and, finally the corresponding kernel functions for shell BIEs can be constructed. It is illustrated by solving an example of uniform load of spherical cap.

Keywords

References

  1. 김진우， '탄성평판 굽힘문제를 위한 경계적분근사 해' 한국군사과학기술학회지，제5권 제4호，pp.57 ~66 ，2002
  2. Tottenham, H. 'The Boundary Element Method for Plates and Shells', Developments in BEM, Vol. 1, pp.173~206, 1986
  3. Flugge, W. and Conrad, D. A., 'Singular Solutions in the theory of Shallow shells', Technical Report No. 101, Div. of Engineering Mechanics, Standford University, 1956
  4. 김진우，신용석，'판구조물 해석을 위한 경계요소법 모듈화( I )', 대한기계학회 ’95년도 추계학술대회 논문집 ( I ), pp.253~256，1995
  5. Wan, F. Y. M., 'Membrane and Bending Stresses in Shallow Spherical Shells', Technical Report 317, Lincoln Laboratory, M I T, August 1964