VIBRATION ANALYSIS OF BEAMS WITH ARBITRARY ELASTIC BOUNDARY CONDITIONS

被引：4

作者：

Lv, Binglin ^{[1
]}

Li, Wanyou ^{[1
]}

Dai, Jun ^{[2
]}

Zhou, Haijun ^{[1
]}

Guo, Feixiang ^{[3
]}

Gao, Zhanbin ^{[4
]}

机构：

[1] Harbin Engn Univ, Coll Power & Energy Engn, Harbin 150001, Heilongjiang Pr, Peoples R China

[2] Navy Mil Dept 431 Factory, Huludao, Liaoning, Peoples R China

[3] China Acad Art, The Design Inst Landscape & Architecture, Hangzhou 310002, Zhejiang, Peoples R China

[4] Jimei Univ, Coll Marine Engn, Xiamen, Fujian, Peoples R China

来源：

MECHANICAL, MATERIALS AND MANUFACTURING ENGINEERING, PTS 1-3 | 2011年 / 66-68卷

基金：

中国国家自然科学基金;

关键词：

Beam; Vibration; IFSM; Elastic boundary condition; RECTANGULAR-PLATES;

D O I：

10.4028/www.scientific.net/AMM.66-68.1325

中图分类号：

T [工业技术];

学科分类号：

08 ;

摘要：

In this paper, one newly developed method named the Improved Fourier Series method is applied to the vibration analysis of a beam elastically supported at the both end. The flexural displacement of the beam is supposed to be one set of Fourier Series coupled with four appended terms. Based on the Rayleigh-Ritz procedure and and the vibration characteristics of the beam are also acquired by solving these two matrices. In the end, the frequencies calculated are also compared with those from references and Results ar the Hamilton's equation, the mass matrices and the stiffness matrices of the beam are obtained call proved excellent.

引用

页码：1325 / +

页数：2

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