Dynamics of reinforced compound shells under nonstationary loads

The nonstationary behavior of reinforced compound structures is analyzed within the framework of the geometrically nonlinear Timoshenko theory of shells and rods. The numerical method used to solve the problem is based on the finite-difference approximation of the original differential equations. Th...

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Bibliographic Details
Published inInternational applied mechanics Vol. 42; no. 4; pp. 455 - 460
Main Authors Lugovoi, P. Z., Meish, V. F., Rybakin, B. P., Sekrieru, G. V.
Format Journal Article
LanguageEnglish
Published 01.04.2006
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Summary:The nonstationary behavior of reinforced compound structures is analyzed within the framework of the geometrically nonlinear Timoshenko theory of shells and rods. The numerical method used to solve the problem is based on the finite-difference approximation of the original differential equations. The dynamic behavior of a reinforced compound structure under nonstationary loading is demonstrated by way of a numerical example. The numerical results are compared with experimental data
Bibliography:ObjectType-Article-2
SourceType-Scholarly Journals-1
ObjectType-Feature-1
content type line 23
ISSN:1063-7095
1573-8582
DOI:10.1007/s10778-006-0102-3