BUCKLING SOLUTIONS FOR MINDLIN PLATES OF VARIOUS SHAPES

被引:43
作者
WANG, CM
XIANG, Y
KITIPORNCHAI, S
LIEW, KM
机构
[1] UNIV QUEENSLAND, DEPT CIVIL ENGN, ST LUCIA, QLD, AUSTRALIA
[2] NANYANG TECHNOL UNIV, SCH MECH & PROD ENGN, DIV APPL MECH, SINGAPORE, SINGAPORE
关键词
BUCKLING; MINDLIN PLATE; NUMERICAL METHOD; PLATE SHAPE; RAYLEIGH-RITZ; SHEAR EFFECT; THICK PLATE;
D O I
10.1016/0141-0296(94)90037-X
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In the open literature, there are many formulae, tables and design charts for use in estimating the buckling loads of thin plates. However, buckling solutions for thick plates, apart from those belonging to rectangular and axisymmetric plate shapes, are rather scarce. Prompted by the lack of results, this paper presents generic buckling solutions for isotropic inplane loaded Mindlin prates of regular polygonal, elliptical, semicircular and annular plates. These numerical solutions should help designers to save time rather than having to analyse the stability of moderately thick plates.
引用
收藏
页码:119 / 127
页数:9
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