Finite-element calculations of thin-walled structures of concatenated shells with different material stress–strain properties
- Autores: Klochkov Y.V.1, Nikolaev A.P.1, Kiseleva T.A.1
- 
							Afiliações: 
							- Volgograd State Agricultural University
 
- Edição: Volume 46, Nº 3 (2017)
- Páginas: 246-252
- Seção: Reliability, Strength, and Wear Resistance of Machines and Structures
- URL: https://journal-vniispk.ru/1052-6188/article/view/193357
- DOI: https://doi.org/10.3103/S1052618817030074
- ID: 193357
Citar
Resumo
The algorithm for calculating the stressed-deformed state (SDS) of thin-walled structures of concatenated shells with different material stress–strain properties on the finite-element method’s base with scalar and vector interpolation of displacement fields has been outlined. The quadrangular curvilinear finite-element with nine degrees of freedom in the node has been used as a discretization element. The SDS analysis of a thin-walled shell structure formed by a cylinder and two jointed shells of dissimilar materials has been performed.
Sobre autores
Yu. Klochkov
Volgograd State Agricultural University
							Autor responsável pela correspondência
							Email: Klotchkov@bk.ru
				                					                																			                												                	Rússia, 							Volgograd, 400002						
A. Nikolaev
Volgograd State Agricultural University
														Email: Klotchkov@bk.ru
				                					                																			                												                	Rússia, 							Volgograd, 400002						
T. Kiseleva
Volgograd State Agricultural University
														Email: Klotchkov@bk.ru
				                					                																			                												                	Rússia, 							Volgograd, 400002						
Arquivos suplementares
 
				
			 
						 
						 
						 
						 
					 
				 
  
  
  
  
  Enviar artigo por via de e-mail
			Enviar artigo por via de e-mail  Acesso aberto
		                                Acesso aberto Acesso está concedido
						Acesso está concedido Somente assinantes
		                                		                                        Somente assinantes
		                                					