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논문 기본 정보
- 자료유형
- 학술대회자료
- 저자정보
- 발행연도
- 1986.4
- 수록면
- 449 - 452 (4page)
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The increasing use of thick shells of revolution in industry, that
is reactor vessel, structures in water, etc, has necessitated
efficient theoretical analysis particular in dealing with the
transverse shear deformations. Basic equations, which include the
effect of transverse shear deformation, are deduced by application
of Hamilton's principle and these derived basic equations are
applied to simple supported circular cylindrical shells under
uniformly distributed internal pressure.
These results are compared with the bending theory's results and A.
Tessler's results, and it is shown that the effect of transverse
shear deformation are significant in a shell as the ratio of
radius to thickness are more than 0.1 and radial displacements,
tangential stress resultants, close to the supported ends by the
transverse theory are larger than those by the bending theory.
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UCI(KEPA) : I410-ECN-0101-2009-540-012923564