Meish Y. Dynamics of Reinforced Shells under Nonstationary Loads and Shells Taking into Account Soil Reaction.

Українська версія

Thesis for the degree of Doctor of Science (DSc)

State registration number

0516U000720

Thesis Registration Form

0516U000720.pdf

Applicant for

Meish Yuliya Anatolievna

Specialization

01.02.04 - Механіка деформівного твердого тіла

Date of defense

04-10-2016

Specialized Academic Board

Д 26.166.01

S.P.Timoshenko Institute of Mechanics

Essay

The dissertation proposes a new science-based general methodology of mathematical research of stress-deformed state of nonlinear structure elements based on Winkler-Pasternak elastic substrate medium under the influence of external and internal dynamic loads. Within the framework of continuum mechanics the related problems of shell-soil theory were solved, which allowed to obtain Winkler coefficient for problems of different geometry (cylinder, sphere) and different physical-mechanical parameters of soils. The numerical solution of the problems was performed of inhomogeneous construction elements forced oscillations (including smooth and reinforced cylindrical, spherical and conical shells) in Winkler- Pasternak elastic medium under impact loading.

Thesis supervisor

Lugovoyy Petr Zaharovich

Official opponents

Кучер Микола Кирилович
Дзюба Анатолій Петрович
Гайдайчук Віктор Васильович

Files

aref.doc

dis.pdf

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