Zaporozhets O. The analysis of a symmetric deformation of thin elastic conical shells and plates by using finite element method

Українська версія

Thesis for the degree of Candidate of Sciences (CSc)

State registration number

0404U002590

Thesis Registration Form

0404U002590.pdf

Applicant for

Specialization

  • 05.23.17 - Будівельна механіка

17-06-2004

Specialized Academic Board

Д 08.085.02

Prydniprovsk State Academy of Civil Engineering and Architecture, Dnipropetrovs'k, Ukraine

Essay

To solve the problem of non-linear axisymmetrical deformation of elastic conical shells and plates on elastic foundation it is proposed the finite element in a form of truncated conical shell (round and ring plates) on elastic non- homogeneous foundation The coefficients of stiffness matrixes are obtained analytically. The influence of loading, foundation characteristics, type of fixation, rind of connection between the shell and foundation on deflected mode of plates and shells is investigated. A field of application - civil and mechanical engineering, gauge board.

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