Modal analysis of the dynamic response of Timoshenko beam under moving mass

被引：0
|
作者：
Roshandel, D. [1 ]
Mofid, M. [1 ]
Ghannadiasl, A. [1 ]
机构：
[1] Sharif Univ Technol, Dept Civil Engn, Tehran, Iran
来源：
SCIENTIA IRANICA | 2015年 / 22卷 / 02期
关键词：
Timoshenko beam; Moving mass; Eigenfunction expansion method; Boundary conditions; Vectorial form of orthogonality; RECTANGULAR PLATE; TRANSVERSE VIBRATION; TRAVELING MASS; LOAD; ELEMENT; FOUNDATION; BEHAVIOR; SERIES;
D O I：
暂无
中图分类号：
T [工业技术];
学科分类号：
08 ;
摘要：
In this study, the dynamic response of a Timoshenko beam under moving mass is investigated. To this end, vectorial form orthogonality property of the Timoshenko beam free vibration modes is applied to the EEM (Eigenfunction Expansion Method). The implication of the vectorial form series and an appropriate inner product of mode shapes in combination are focused for a beam with arbitrary boundary conditions. Consequently, significant simplifications and efficacy in the utilization of the EEM in eliminating the spatial domain is achieved. In order to comprise validation, the present study is compared with the DET (Discrete Element Technique) and the RKPM (Reproducing Kernel Particle Method). (C) 2015 Sharif University of Technology. All rights reserved.
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页码：331 / 344
页数：14
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