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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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