Dynamic problems in the theory of sandwich shells of revolution with a discrete core under nonstationary loads

被引:20
作者
Meish, VF [1 ]
Shtantsel, SÉ [1 ]
机构
[1] Natl Acad Sci Ukraine, SP Timoshenko Inst Mech, Kiev, Ukraine
关键词
Numerical Algorithm; Dynamic Problem; Nonlinear Theory; Wave Process; Elastic Structure;
D O I
10.1023/A:1023270026717
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
The equations of motion of sandwich shells of revolution with a discrete core are analyzed within the framework of the geometrically nonlinear theory of shells and plates. An efficient numerical algorithm is constructed to investigate nonstationary wave processes in elastic structures that are discrete-in homogeneous across the thickness. Numerical examples are given.
引用
收藏
页码:1501 / 1507
页数:7
相关论文
共 7 条
[1]   Allowance for geometrical nonlinearity in dynamic problems of the theory of discretely stiffened cylindrical shells under nonstationary loading [J].
Lugovoi, PZ ;
Meish, VF ;
Shtantsel, EA .
INTERNATIONAL APPLIED MECHANICS, 2000, 36 (04) :532-537
[2]   The dynamics of thin-walled structures under nonstationary loads [J].
Lugovoi, PZ .
INTERNATIONAL APPLIED MECHANICS, 2001, 37 (05) :602-627
[3]   Viscoelastoplastic deformation of reinforced shells of revolution under nonstationary loading [J].
Lugovoi, PZ ;
Meish, VF ;
Remez, NS .
INTERNATIONAL APPLIED MECHANICS, 2000, 36 (09) :1205-1211
[4]  
LUGOVOI PZ, 1992, PRIKL MEKH, V28, P38
[5]  
MEISH VF, 2000, MATH PROBLEMS MECH I, V1, P81
[6]  
Novozhilov V. V., 1948, Fundamentals of Nonlinear Theory of Elasticity
[7]  
Samarskii A.A., 1977, Theory of di~erence schemes