Stressed - deformed condition cylindrical metallic shell on a piecewise - standing elastic basis at temperature climatic influence

Abstract

The previous executed researches of the tense-deformed condition of a vertical metal thin cylindrical shell lying inside on the elastic Winkler foundation under temperature climatic influences are continued in this work. So in [1], the temperature climatic influences on cylindrical metal shells are investigated, in [2] the parameters of the elastic base simulating the wheat repulse are investigated, in [3] the tense-deformed condition of a shell on the elastic base with piecewise-constant is investigated, and in [4] with a piecewise-linear Winkler coefficient for axisymmetric cooling of the shell. The tense-deformed condition of a vertical cylindrical thin-wall shell lies on a piecewise-constant elastic base under non-axisymmetric temperature climatic influences has been studied in the present study based on membrane theory of shells and a simple edge effect. The decision is received in the Fourier series, containing in the general case of heating-cooling the shell, ten members of the Fourier series.

Authors and Affiliations

A. A. , Zhdanov

Keywords

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  • EP ID EP325839
  • DOI -
  • Views 118
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How To Cite

A. A. , Zhdanov (2017). Stressed - deformed condition cylindrical metallic shell on a piecewise - standing elastic basis at temperature climatic influence. Вісник Одеської державної академії будівництва та архітектури, 1(68), 9-19. https://europub.co.uk/articles/-A-325839