Generalized Reissner analysis of large axisymmetric deflections of thin circular and annular plates

被引:6
作者
Plaut, Raymond H. [1 ]
机构
[1] Virginia Tech, Dept Civil & Environm Engn, Blacksburg, VA 24061 USA
关键词
Circular plates; Annular plates; Large deflections; Ponding; Punch pull-off; Rigid hub; Edge moment; Pressure; VON-KARMAN PLATE; VONKARMAN EQUATIONS; BLISTER TEST; ADHESION;
D O I
10.1016/j.ijsolstr.2020.08.004
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
A generalized Reissner theory for axisymmetric problems of thin circular and annular plates is applied to various problems. The plates are assumed to be linearly elastic, and shear deformation is neglected. Large deflections, rotations, and strains are allowed. The plate edges may be clamped or simply supported, movable or immovable. The types of loading considered are uniform pressure, central concentrated load, uniform edge moment, full ponding, and central rigid hub pushed downward (with or without an elastic foundation). In some cases, the effects of Poisson's ratio and the radius-to-thickness ratio are investigated, and the maximum deflections are compared to those based on von Karman theory and Reissner theory. (C) 2020 Elsevier Ltd. All rights reserved.
引用
收藏
页码:131 / 137
页数:7
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