Dynamic response of a space flexible arm with a moving mass

被引:1
作者
Zhao, Liang [1 ]
机构
[1] Shanghai Tech Inst Elect & Informat, Sch Mech & Energy Engn, Shanghai 201411, Peoples R China
关键词
space rotating flexible arm; moving mass; binary second order linear differential equations; central difference method; dynamic analysis; CRACKED BEAM; SHAFT SUBJECT; VIBRATION; LOAD;
D O I
10.21595/jve.2023.22227
中图分类号
R318 [生物医学工程];
学科分类号
0831 ;
摘要
The dynamic characteristic of a space rotating flexible arm with moving mass were investigated. The space arm with moving mass can rotate around the fixed end in horizontal and vertical planes simultaneously. And the lateral deflections of the arm in the two planes were considered. The equations of the structure were derived by the Lagrange's equation with the assumed mode method. And a system of binary second order linear differential equations is gotten. Based on the central difference method, a conditionally stable algorithm for solving the equations is established. Due to the coupling of lateral displacements of the arm in horizontal and vertical planes, the increase of the angular velocity in one plane will increase the lateral displacements in the other plane. When the angle between the arm and the horizontal plane increases, the component of gravity along the normal direction of the beam will decrease, resulting in a decrease in lateral displacements in vertical plane, however, it will lead to a decrease in stiffness in horizontal plane and thus an increase in lateral displacements. Compared with moving mass, moving load ignores the influence of inertial force, so the calculation results of moving mass and moving load are different. The conclusions provide calculation basis for the design of similar structures.
引用
收藏
页码:641 / 654
页数:14
相关论文
共 32 条
[1]   Internal-external resonance of beams on non-linear viscoelastic foundation traversed by moving load [J].
Ansari, M. ;
Esmailzadeh, E. ;
Younesian, D. .
NONLINEAR DYNAMICS, 2010, 61 (1-2) :163-182
[2]  
Bauchau OA, 2009, SOLID MECH APPL, V163, P173
[4]  
Department of Production Engineering at Veer Surendra Sai University of Technology Burla Odisha India., 2019, International Journal of Engineering and Advanced Technology, V8, P190, DOI 10.35940/ijeat.e7159.088619
[5]  
Esen Ismail, 2011, Mathematical & Computational Applications, V16, P171
[6]   Dynamic response of a functionally graded Timoshenko beam on two-parameter elastic foundations due to a variable velocity moving mass [J].
Esen, Ismail .
INTERNATIONAL JOURNAL OF MECHANICAL SCIENCES, 2019, 153 :21-35
[7]   Vibration frequencies of a rotating flexible arm carrying a moving mass [J].
Fung, EHK ;
Yau, DTW .
JOURNAL OF SOUND AND VIBRATION, 2001, 241 (05) :857-878
[8]   TIME FINITE-ELEMENT METHODS FOR STRUCTURAL DYNAMICS [J].
HULBERT, GM .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1992, 33 (02) :307-331
[9]   Dynamic Study of Composite Cracked Beam by Changing the Angle of Bidirectional Fibres [J].
Jena, P. C. ;
Parhi, D. R. ;
Pohit, G. .
IRANIAN JOURNAL OF SCIENCE AND TECHNOLOGY TRANSACTION A-SCIENCE, 2016, 40 (A1) :27-37
[10]   Dynamic Investigation of FRP Cracked Beam Using Neural Network Technique [J].
Jena, Pankaj Charan ;
Parhi, Dayal R. ;
Pohit, G. .
JOURNAL OF VIBRATION ENGINEERING & TECHNOLOGIES, 2019, 7 (06) :647-661