VIBRATION ANALYSIS OF PLATES WITH ARBITRARY STIFFENER ARRANGEMENTS USING A SEMI-ANALYTICAL APPROACH

被引:0
|
作者
Brubak, Lars [1 ,2 ]
Hellesland, Jostein [1 ]
Hareide, Ole J. [2 ]
机构
[1] Univ Oslo, Dept Math, Mech Div, N-0316 Oslo, Norway
[2] Tech Advisory Ship & Offshore Struct, Sect Ship Struct & Concepts, N-1322 Hovik, Norway
来源
COMPUTATIONAL METHODS IN MARINE ENGINEERING V (MARINE 2013) | 2013年
关键词
Stiffened plates; Arbitrary stiffener orientations; Vibration analysis; Semi-analytical method; Rayleigh-Ritz method; RECTANGULAR MINDLIN PLATES; BUCKLING STRENGTH ANALYSIS; POLYNOMIALS;
D O I
暂无
中图分类号
U6 [水路运输]; P75 [海洋工程];
学科分类号
0814 ; 081505 ; 0824 ; 082401 ;
摘要
Vibration of plates with arbitrarily oriented stiffeners is studied. The plate may be subjected to in-plane loads and the plate boundaries may be simply supported or rotationally restained. The main objective is to present and validate an approximate, semi-analytical computational model for such plates subjected to in-plane loading. The formulations derived are implemented in a Fortran computer code, and numerical results are obtained for a variety of plate and stiffener geometries. The model may handle complex plate geometries, by using inclined stiffeners to enclose irregular plate shapes. The method allows for a very efficient analysis. Relatively high numerical accuracy is achieved with low computational efforts.
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页码:320 / 331
页数:12
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