Dynamic Response of Three-Layered Annular Plate with Imperfections

Studia Geotechnica et Mechanica

Pawlus Dorota¹ 

[1] Faculty of Mechanical Engineering and Computer Science, University of Bielsko-Biaa,. Willowa 2, 43-309 Bielsko-Bia-Poland;

关键词: sandwich;    annular plate;    dynamic stability;    imperfections;    finite difference method,;    finite element method;   

DOI  :  10.2478/sgem-2014-0032

来源: DOAJ

【 摘 要 】

This paper presents the imperfection sensitivity of annular plate with three-layered structure. The plate composed of thin elastic facings and a thicker elastic core is loaded in facing plane. The classical issue of a three-layered plate was solved for dynamic deflection problem using the approximation methods: orthogonalization and finite difference. The solution includes the axisymmetric and asymmetric plate modes of the dynamic stability loss. The evaluation of the rate of plate sensitivity to imperfection of plate preliminary geometry has been enriched by the analysis of plate models built of finite elements. The ABAQUS program has been used. The numerous calculation results in the form of deflection characteristics, buckling modes, values of critical parameters create the view of response of dynamic plate structure with different rate of imperfection and linear in time loading growth, too.

【 授权许可】

Unknown