Random vibration of a rotating blade with external and internal damping by the finite element method

被引:9
作者
Chen, CL [1 ]
Chen, LW [1 ]
机构
[1] Natl Cheng Kung Univ, Dept Mech Engn, Tainan 70101, Taiwan
关键词
Rotating blades;
D O I
10.1006/jsvi.2001.3674
中图分类号
O42 [声学];
学科分类号
070206 ; 082403 ;
摘要
The finite element model is employed to investigate the mean-square response of a rotating blade with external and internal damping under stationary or non-stationary random excitation. The blade is considered to be subjected to white-noise and earthquake excitations. The effects of rotational speed, external and internal damping on the mean-square response are studied. It is found that the mean-square response decreases quickly when the external and internal damping increases within some scope. Moreover, the increment of rotational speed will reduce the mean-square response of a rotating blade. It is also found that the mean-square response decreases when the low natural frequency of base decreases. Inversely, the mean-square response increases when the high natural frequency of base (natural frequencies of base are over the first natural frequency of blade) decreases. The reliability of a rotating blade subjected to stationary or non-stationary excitations is also obtained. (C) 2002 Published by Elsevier Science Ltd.
引用
收藏
页码:697 / 715
页数:19
相关论文
共 24 条
[1]  
ABBAS BAH, 1979, AERONAUT J, V83, P450
[2]   MEAN-SQUARE RESPONSE OF BEAMS TO NONSTATIONARY RANDOM-EXCITATION [J].
AHMADI, G ;
SATTER, MA .
AIAA JOURNAL, 1975, 13 (08) :1097-1100
[3]  
[Anonymous], 1983, PROBABILISTIC METHOD
[4]  
Carnegie W., 1959, J MECH ENG SCI, V1, P235
[5]  
CARNEGIE W, 1966, P I MECH ENG, V180, P1
[6]  
CARNEGIE W, 1971, B MECH ENG ED, V10, P239
[7]  
CEDERBAUM G, 1992, RANDOM VIBRATION REL
[8]   VIBRATION AND STABILITY OF CRACKED THICK ROTATING BLADES [J].
CHEN, LW ;
CHEN, CL .
COMPUTERS & STRUCTURES, 1988, 28 (01) :67-74
[9]   NONCONSERVATIVE STABILITY OF A CRACKED THICK ROTATING BLADE [J].
CHEN, LW ;
CHEN, JL .
COMPUTERS & STRUCTURES, 1990, 35 (06) :653-660
[10]   RANDOM VIBRATION OF UNIFORM BEAMS WITH VARYING BOUNDARY-CONDITIONS BY THE DYNAMIC-EDGE-EFFECT METHOD [J].
ELISHAKOFF, I ;
LIN, YK ;
ZHU, LP .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 1995, 121 (1-4) :59-76