Analysis of the Problem of Stability of Thin Shells Compliant to Shear and Compression


Дәйексөз келтіру

Толық мәтін

Ашық рұқсат Ашық рұқсат
Рұқсат жабық Рұқсат берілді
Рұқсат жабық Тек жазылушылар үшін

Аннотация

The problem of stability of shells compliant to shear and compression is studied by the finite-element method. On the basis of relations of the geometrically nonlinear theory of thin shells compliant to shear and compression (six-mode version), we write the key equations for the determination of their initial postcritical state and formulate the corresponding variational problem. A numerical scheme of the finite-element method is constructed for the solution of the problems of stability of these shells. The order of the rate of convergence of the scheme proposed for the numerical solution of the problems of stability is investigated.

Авторлар туралы

I. Bernakevych

I. Franko Lviv National University

Email: Jade.Santos@springer.com
Украина, Lviv

P. Vahin

I. Franko Lviv National University

Email: Jade.Santos@springer.com
Украина, Lviv

I. Kozii

I. Franko Lviv National University

Email: Jade.Santos@springer.com
Украина, Lviv

V. Kharchenko

I. Franko Lviv National University

Email: Jade.Santos@springer.com
Украина, Lviv

Қосымша файлдар

Қосымша файлдар
Әрекет
1. JATS XML

© Springer Science+Business Media, LLC, part of Springer Nature, 2019