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文克尔地基上中面x方向受力的矩形薄板的振动
引用本文:张英世.文克尔地基上中面x方向受力的矩形薄板的振动[J].水利学报,1999,30(7):0007-0012.
作者姓名:张英世
作者单位:北京航空航天大学飞行器设计与应用力学系508教研室,北京,100083
摘    要:建立文克尔地基上x=0与x=a两对边受面内均布拉(压)力作用的矩形薄板自由振动和强迫振动的微分方程并求得其通解。给出振型函数的表达式,用广义函数的富里叶展开,讨论板在不同形式载荷作用下的强迫振动响应。文中导出的各种情况下的影响函数,亦可用于求解相应情况下矩形薄板的静力弯曲与稳定性问题。

关 键 词:文克尔地基  中面x方向受拉(压)  矩形薄板  自由振动  强迫振动响应

Vibration of thin Rectangular Plates on Winkler's FoundationSubject to X-Direction in-Plane Forces
Zhang Yingshi.Vibration of thin Rectangular Plates on Winkler''s FoundationSubject to X-Direction in-Plane Forces[J].Journal of Hydraulic Engineering,1999,30(7):0007-0012.
Authors:Zhang Yingshi
Affiliation:Beijing Univerisity of Aeronautics and Astronautics
Abstract:Differential equations for vibrations of simply supported thin rectangular plates on Winkler's foundation subjected to in-plane forces,are established.The general soluations are derived nd the expression of vibration mode functionis deduced.Forced responses of such plates under different loads are discussed with Fourier expansion of generalized functions.Influence functions for various cases derived in this paper may be used to solve the problems of static buckling and stability of these thin rectangular plates under the same conditions.
Keywords:Winkler's foundation  in-plane forces  x-direction  thin plate  vibration  forced response
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