Large amplitude free vibrations of beams - an energy approach

被引:23
作者
Rao, GV [1 ]
Raju, KK [1 ]
机构
[1] Vikram Sarabhai Space Ctr, Struct Engn Grp, Trivandrum 695022, Kerala, India
来源
ZEITSCHRIFT FUR ANGEWANDTE MATHEMATIK UND MECHANIK | 2003年 / 83卷 / 07期
关键词
D O I
10.1002/zamm.200310024
中图分类号
O29 [应用数学];
学科分类号
070104 ;
摘要
The conservation of energy principle, which says that the total energy of a vibrating system, at any given instant of time is constant, is used to evaluate the large amplitude free vibration behaviour of beams with immovable ends. With an assumed space mode, which satisfies the geometric boundary conditions, the final governing equation is obtained. This equation is solved by a numerical integration scheme to obtain the ratio of frequencies of nonlinear to linear systems. Comparison of the present results with those of other researchers on this topic and a Galerkin approximation is also included.
引用
收藏
页码:493 / 498
页数:6
相关论文
共 6 条
[1]  
HURTY WC, 1967, DYNAMICS STRUCTURES, P203
[2]   NONLINEAR VIBRATION OF BEAMS BY MATRIX DISPLACEMENT METHOD [J].
MEI, C .
AIAA JOURNAL, 1972, 10 (03) :355-&
[3]  
RAO GV, 1976, COMPUT STRUCT, V6, P169
[4]   LARGE AMPLITUDE-FREE OSCILLATIONS OF BEAMS AND PLATES [J].
SRINIVASAN, AV .
AIAA JOURNAL, 1965, 3 (10) :1951-+
[5]  
WOINOWSKYKRIEGER S, 1950, J APPL MECH-T ASME, V17, P35
[6]  
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