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[分享] CosmosWorks算法验证文件 7 (Mode-frequency Analysis )

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发表于 2007-11-7 17:43:04 | 显示全部楼层 |阅读模式 来自: 中国上海

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3 w# b0 k& m8 A* V* y# F& V4 q提示:如果分析得出第一阶频率接近72.059就可以了,因为CosmosWorks(2006)在频率分析时没有办法设置旋转刚度软化的影响,所以不会得到后面那个target值。" B1 e0 E  L( [0 _5 l. L

1 s! t/ V2 f, P6 ^+ C% v$ BTitle      Vibration of a Rotating Cantilever Blade
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Overview. E& r2 {' S4 q4 A
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Reference:W. Carnegie, “Vibrations of Rotating Cantilever Blading”, Journal Mechanical Engineering Science, Vol. 1 No. 3, 1959, pg. 239
Analysis Type(s):Static Analysis
$ C: ~0 o, n7 ]0 g' KMode-frequency Analysis5 v, W8 G! k1 C' h1 P0 f1 X

4 x7 m1 u9 _! o) J/ B# m! k; bTest Case
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A blade is cantilevered from a rigid rotating cylinder. Determine the fundamental frequency of vibration of the blade, f, when the cylinder is spinning at a rate of Ω .9 S' k+ d, h. T; h

& \6 p( z2 I5 {+ G9 }7 r+ w  p( bFigure 54.1  Rotating Cantilever Blade" T4 D. |! ?, Y6 Q  X1 I
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VM54.jpg . Y- i2 ~! @# q2 n+ s& z9 D

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Material Properties
E = 217 E9 Pa
ρ = 7850 kg/m3
υ = 0.3
Geometric Properties
r = 150 mm
l= 328 mm
b = 28 mm
t = 3mm
Loading
Ω = 100π rad/sec

1 |6 S4 ~, U' E' v$ o1 P. u. ~Analysis Assumptions and Modeling NotesThe problem is solved in two different ways:
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  • Using Elastic Shell Elements (SHELL63)
  • Using 3-D Solid Shell Elements (SOLSH190)

9 U/ n5 z7 Q' W* n' SSpin (centrifugal) softening is used. Since the cylinder is rigid, the base of the blade has its displacements constrained. A static prestress analysis is performed to include the inertial effects resulting from the rotation of the cylinder.
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. t" z& ~) Q+ w4 BResults Comparison
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TargetANSYSRatio
SHELL63
f, Hz52.7552.010.986
SOLSH190
f, Hz52.7551.800.982

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8 }. z# B6 j5 U% s' ^  z) ?" t% L% I[ 本帖最后由 tigerdak 于 2007-11-9 15:25 编辑 ]
 楼主| 发表于 2007-11-7 17:45:55 | 显示全部楼层 来自: 中国上海
都不考虑旋转刚度软化的情况下,在偶的机器上CosmosWorks是72.059,ANSYS是72.060。
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