Numerical analysis of dynamic non-linear behavior of orthotropic multilayer shells with reinforcements in spirals

In the present work, an elasto-plastic model is proposed for the numerical analysis of dynamic nonlinear behavior of composite thick shells with reinforcements in spirals subjected to impulsive loading. Wilkins algorithm was taken to analysis physical and geometrical non-linearity of stress-strain state of elasto-plastic thick composite shells. This study is carried out on two types of cylindrical composite shells in different reinforcement winding angles and different magnitudes of impulse loads. By a calculation code in finite difference, first the influence of physical non linearity on the stress-strain state of cylindrical monolayer shell was established and then the relationship between residual strains and the winding angle of the symmetric reinforcements was investigated. Finally, the influence of the winding angle of the orthogonal reinforcements on the residual strains of a bilayer composite shell was analyzed numerically. © 2018 by the authors; licensee Growing Science, Canada, 2018 Growing Science Ltd. All rights reserved.

Авторы
Olodo E.E.T.1 , Passoli O.A.1 , Adanhounme V.2 , Shambina S.L. 3
Издательство
Growing Science
Номер выпуска
4
Язык
Английский
Страницы
307-314
Статус
Опубликовано
Том
6
Год
2018
Организации
  • 1 Laboratory of Applied Mechanics and Energetic (LEMA), University of Abomey, Calavi, Benin
  • 2 Mathematical Physics and Applications, University of Abomey, Calavi, Benin
  • 3 Engineering Faculty, Peoples Friendship University of Russia, Moscow, Russian Federation
Ключевые слова
Orthogonal reinforcements; Symmetric reinforcements; Wilkins algorithm; Winding angle
Дата создания
19.10.2018
Дата изменения
19.10.2018
Постоянная ссылка
https://repository.rudn.ru/ru/records/article/record/7044/
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