运动方程
板块理论
横截面
转动惯量
非线性系统
剪切(地质)
经典力学
剪应力
振动
机械
剪切力
弯矩
板的振动
转动惯量
物理
惯性
材料科学
结构工程
复合材料
工程类
量子力学
热力学
作者
George Herrmann,Anthony E. Armenàkas
出处
期刊:Transactions of the American Society of Civil Engineers
[American Society of Civil Engineers]
日期:1962-01-01
卷期号:127 (1): 458-487
被引量:22
标识
DOI:10.1061/taceat.0008418
摘要
A linear theory of the motion of elastic plates is established which, in addition to initial membrane forces, takes into account initial moments and transverse shear forces. The equations of motion are obtained by linearizing the appropriate nonlinear plate equations and, in the absence of initial stresses, they are reduced, depending on the order of approximation, to either the classical (elementary) or the Mindlin plate theory (classical theory extended to include the effects of transverse shear deformation and rotatory inertia). These equations are applied to the solution of particular problems and the effect of uniform initial compression, bending moment and transverse shear force on the frequencies of the flexural , longitudinal, thickness-shear and the first two face-shear modes is discussed.
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