声振论坛

 找回密码
 我要加入

QQ登录

只需一步,快速开始

12
返回列表 发新帖
楼主: qijunshuai

[综合讨论] ansys 分析转子动力学

[复制链接]
发表于 2008-4-20 09:48 | 显示全部楼层

ansys 转子动力学 交流

我也是作 转子动力学ansys 分析的,大家可以交流一下。
QQ181874106
TEL:13721035102
回复 支持 反对
分享到:

使用道具 举报

发表于 2008-4-20 10:13 | 显示全部楼层

(转子动力学模态分析)求助

这是我做的多级泵转子模态分析
在最后用PLCAMP命令绘制 坎贝尔图的时候 总是提示下列警告:

我分析是的命令流如下:
/CONFIG,NRES,5000
/title,rotor dynamics anslysis
/filname,structural dynamics analysis
/COM,rotor dynamics ansys of multi-stage pump used in  sea water desalination
/prep7
*dim,SPIN,,13
SPIN(1) = 0
SPIN(2) = 500
SPIN(3) = 1000
SPIN(4) = 1500
SPIN(5) = 2000
SPIN(6) = 2500
SPIN(7) = 3000
SPIN(8) = 3500
SPIN(9) = 4000
SPIN(10) = 4500
SPIN(11) = 5000
SPIN(12) = 5500
SPIN(13) = 6000

*DIM,SPRING_A,TABLE,8
SPRING_A(0,1,1)=1
SPRING_A(1,0,1)=1
SPRING_A(1,1,1)=1.169828E+07
SPRING_A(2,0,1)=2
SPRING_A(2,1,1)=1.232319E+07
SPRING_A(3,0,1)=3
SPRING_A(3,1,1)=1.558792E+07
SPRING_A(4,0,1)=4
SPRING_A(4,1,1)=2.043768E+07
SPRING_A(5,0,1)=5
SPRING_A(5,1,1)=6.354626E+04
SPRING_A(6,0,1)=6
SPRING_A(6,1,1)=1.907528E+05
SPRING_A(7,0,1)=7
SPRING_A(7,1,1)=3.831614E+04
SPRING_A(8,0,1)=8
SPRING_A(8,1,1)=3.831614E+04

*DIM,SPRING_B,TABLE,8
SPRING_B(0,1,1)=1
SPRING_B(1,0,1)=1
SPRING_B(1,1,1)=1.364042E+07
SPRING_B(2,0,1)=2
SPRING_B(2,1,1)=6.970522E+06
SPRING_B(3,0,1)=3
SPRING_B(3,1,1)=8.109291E+07
SPRING_B(4,0,1)=4
SPRING_B(4,1,1)=8.189571E+07
SPRING_B(5,0,1)=5
SPRING_B(5,1,1)=5.189252E+05
SPRING_B(6,0,1)=6
SPRING_B(6,1,1)=5.431824E+05
SPRING_B(7,0,1)=7
SPRING_B(7,1,1)=4.416812E+04
SPRING_B(8,0,1)=8
SPRING_B(8,1,1)=4.416812E+04

EMUNITS,MKS

ROS=7880
ROD=7800
PSEX=1.9E+11
PDEX=2.1E+11
DSPRXY=0.27
DSGX=7.7E10

MP,EX,1,PSEX
MP,DENS,1,ROS
MP,GXY,1,DSGX
MP,PRXY,1,DSPRXY

MP,EX,2,PDEX
MP,DENS,2,ROD
MP,PRXY,2,DSPRXY
MP,GXY,2,DSGX

ET,1,189
KEYOPT,1,4,2

SECUM=21
*DIM,SEC,,SECUM
SEC(1)=2.8E-2
SEC(2)=2.65E-2
SEC(3)=3.5E-2
SEC(4)=SEC(3)
SEC(5)=4.485E-2
SEC(6)=SEC(5)
SEC(7)=4.0E-2
SEC(8)=SEC(7)
SEC(9)=SEC(8)
SEC(10)=SEC(9)
SEC(11)=SEC(10)
SEC(12)=SEC(11)
SEC(13)=6.735E-2
SEC(14)=SEC(13)
SEC(15)=0.04
SEC(16)=0.035
SEC(17)=0.035
SEC(18)=2.95E-2
SEC(19)=3.2E-2
SEC(20)=3.0E-2
SEC(21)=2.75E-2

*DO,I,1,SECUM
  SECTYPE,I,BEAM,CSOLID
  SECDATA,SEC(I),3.14*300*SEC(I),300*SEC(I)
*ENDDO

/COM,KPS
K,1,0
K,2,0.046
K,3,0.050
K,4,0.0568
K,5,0.092
K,6,0.122
K,7,0.158
K,8,0.195762121
K,9,0.297762022
K,10,0.399762022
K,11,0.501762022
K,12,0.603762022
K,13,0.636
K,14,0.7045
K,15,0.766
K,16,0.783
K,17,0.799256731
K,18,0.828
K,19,0.8315
K,20,0.883
K,21,1.043
K,22,1.168

/COM,LINES
L,1,2
L,2,3
L,3,4
L,4,5
L,5,6
L,6,7
L,7,8
L,8,9
L,9,10
L,10,11
L,11,12
L,12,13
L,13,14
L,14,15
L,15,16
L,16,17
L,17,18
L,18,19
L,19,20
L,20,21
L,21,22

LSEL,ALL
/PNUM,LINE,ON
LPLOT,ALL
CM,_Y,LINE  
LSEL, , , ,       1
CM,_Y1,LINE
CMSEL,S,_Y  
!*  
!*  
CMSEL,S,_Y1
LATT,1, ,1, , , ,1  
CMSEL,S,_Y  
CMDELE,_Y   
CMDELE,_Y1  
!*  
CM,_Y,LINE  
LSEL, , , ,       2
CM,_Y1,LINE
CMSEL,S,_Y  
!*  
!*  
CMSEL,S,_Y1
LATT,1, ,1, , , ,2  
CMSEL,S,_Y  
CMDELE,_Y   
CMDELE,_Y1  
!*  
CM,_Y,LINE  
LSEL, , , ,       3
CM,_Y1,LINE
CMSEL,S,_Y  
!*  
!*  
CMSEL,S,_Y1
LATT,1, ,1, , , ,3  
CMSEL,S,_Y  
CMDELE,_Y   
CMDELE,_Y1  
!*  
CM,_Y,LINE  
LSEL, , , ,       4
CM,_Y1,LINE
CMSEL,S,_Y  
!*  
!*  
CMSEL,S,_Y1
LATT,1, ,1, , , ,4  
CMSEL,S,_Y  
CMDELE,_Y   
CMDELE,_Y1  
!*  
CM,_Y,LINE  
LSEL, , , ,       5
CM,_Y1,LINE
CMSEL,S,_Y  
!*  
!*  
CMSEL,S,_Y1
LATT,1, ,1, , , ,5  
CMSEL,S,_Y  
CMDELE,_Y   
CMDELE,_Y1  
!*  
CM,_Y,LINE  
LSEL, , , ,       6
CM,_Y1,LINE
CMSEL,S,_Y  
!*  
!*  
CMSEL,S,_Y1
LATT,1, ,1, , , ,6  
CMSEL,S,_Y  
CMDELE,_Y   
CMDELE,_Y1  
!*  
CM,_Y,LINE  
LSEL, , , ,       7
CM,_Y1,LINE
CMSEL,S,_Y  
!*  
!*  
CMSEL,S,_Y1
LATT,1, ,1, , , ,7  
CMSEL,S,_Y  
CMDELE,_Y   
CMDELE,_Y1  
!*  
CM,_Y,LINE  
LSEL, , , ,       8
CM,_Y1,LINE
CMSEL,S,_Y  
!*  
!*  
CMSEL,S,_Y1
LATT,1, ,1, , , ,8  
CMSEL,S,_Y  
CMDELE,_Y   
CMDELE,_Y1  
!*  
CM,_Y,LINE  
LSEL, , , ,       9
CM,_Y1,LINE
CMSEL,S,_Y  
!*  
!*  
CMSEL,S,_Y1
LATT,1, ,1, , , ,9  
CMSEL,S,_Y  
CMDELE,_Y   
CMDELE,_Y1  
!*  
CM,_Y,LINE  
LSEL, , , ,      10
CM,_Y1,LINE
CMSEL,S,_Y  
!*  
!*  
CMSEL,S,_Y1
LATT,1, ,1, , , ,10
CMSEL,S,_Y  
CMDELE,_Y   
CMDELE,_Y1  
!*  
CM,_Y,LINE  
LSEL, , , ,      11
CM,_Y1,LINE
CMSEL,S,_Y  
!*  
!*  
CMSEL,S,_Y1
LATT,1, ,1, , , ,11
CMSEL,S,_Y  
CMDELE,_Y   
CMDELE,_Y1  
!*  
CM,_Y,LINE  
LSEL, , , ,      12
CM,_Y1,LINE
CMSEL,S,_Y  
!*  
!*  
CMSEL,S,_Y1
LATT,1, ,1, , , ,12
CMSEL,S,_Y  
CMDELE,_Y   
CMDELE,_Y1  
!*  
CM,_Y,LINE  
LSEL, , , ,      13
CM,_Y1,LINE
CMSEL,S,_Y  
!*  
!*  
CMSEL,S,_Y1
LATT,1, ,1, , , ,13
CMSEL,S,_Y  
CMDELE,_Y   
CMDELE,_Y1  
!*  
CM,_Y,LINE  
LSEL, , , ,      14
CM,_Y1,LINE
CMSEL,S,_Y  
!*  
!*  
CMSEL,S,_Y1
LATT,1, ,1, , , ,14
CMSEL,S,_Y  
CMDELE,_Y   
CMDELE,_Y1  
!*  
CM,_Y,LINE  
LSEL, , , ,      15
CM,_Y1,LINE
CMSEL,S,_Y  
!*  
!*  
CMSEL,S,_Y1
LATT,1, ,1, , , ,15
CMSEL,S,_Y  
CMDELE,_Y   
CMDELE,_Y1  
!*  
CM,_Y,LINE  
LSEL, , , ,      16
CM,_Y1,LINE
CMSEL,S,_Y  
!*  
!*  
CMSEL,S,_Y1
LATT,1, ,1, , , ,16
CMSEL,S,_Y  
CMDELE,_Y   
CMDELE,_Y1  
!*  
CM,_Y,LINE  
LSEL, , , ,      17
CM,_Y1,LINE
CMSEL,S,_Y  
!*  
!*  
CMSEL,S,_Y1
LATT,1, ,1, , , ,17
CMSEL,S,_Y  
CMDELE,_Y   
CMDELE,_Y1  
!*  
CM,_Y,LINE  
LSEL, , , ,      18
CM,_Y1,LINE
CMSEL,S,_Y  
!*  
!*  
CMSEL,S,_Y1
LATT,1, ,1, , , ,18
CMSEL,S,_Y  
CMDELE,_Y   
CMDELE,_Y1  
!*  
CM,_Y,LINE  
LSEL, , , ,      19
CM,_Y1,LINE
CMSEL,S,_Y  
!*  
!*  
CMSEL,S,_Y1
LATT,1, ,1, , , ,19
CMSEL,S,_Y  
CMDELE,_Y   
CMDELE,_Y1  
!*  
CM,_Y,LINE  
LSEL, , , ,      20
CM,_Y1,LINE
CMSEL,S,_Y  
!*  
!*  
CMSEL,S,_Y1
LATT,1, ,1, , , ,20
CMSEL,S,_Y  
CMDELE,_Y   
CMDELE,_Y1  
!*  
CM,_Y,LINE  
LSEL, , , ,      21
CM,_Y1,LINE
CMSEL,S,_Y  
!*  
!*  
CMSEL,S,_Y1
LATT,1, ,1, , , ,21
CMSEL,S,_Y  
CMDELE,_Y   
CMDELE,_Y1  
!*

LESIZE,ALL,0.002
LMESH,ALL

BRG=0.2
N,5001,0.122,BRG
N,5002,0.7045,BRG

ET,2,21
KEYOPT,2,1,0
KEYOPT,2,2,0
KEYOPT,2,3,0
R,10,8.665013,8.665013,8.665013,0.070552561,0.037454031,0.037473510
R,11,9.2366912,9.2366912,9.2366912,0.071619673,0.039233679,0.039178771
R,12,1.3537362,1.3537362,1.3537362,0.089047625,0.047718439,0.047607580

ET,3,COMBI214
KEYOPT,3,2,1
KEYOPT,3,3,1
R,14,%SPRING_A%

ET,4,COMBI214
KEYOPT,4,2,1
KEYOPT,4,3,1
R,15,%SPRING_B%

/COM,E_BEARINGS
TYPE,3
REAL,14
E,96,5001
TYPE,4
REAL,15
E,642,5002

/COM,DISKS
TYPE,2
MAT,2
REAL,10
E,52

TYPE,2
MAT,2
REAL,11
E,162
E,200
E,302
E,404
E,506

TYPE,2
MAT,2
REAL,12
E,792

ALLSEL,ALL
fini

/SOLU
D,ALL,UX
D,ALL,ROTX
D,5001,ALL
D,5002,ALL

/COM,MODAL
/OUTPUT,CRITICAL SPEED
RATIO=4*ATAN(1)/30
ANTYPE,MODAL
CORIOLIS,ON,,,ON
NBF=50
MODOPT,DAMP,NBF,,,on
*DO,I,1,13
   OMEGA,SPIN(I)*RATIO
   MXPAND,NBF
   SOLVE
*ENDDO
FINISH

/POST1
PRCAMP,OFF,4.,RPM
PLCAMP,OFF,4.,RPM
发表于 2008-4-20 10:18 | 显示全部楼层

ansys 转子动力学 求助

转子动力学 ansys 模态分析 求助
附件为警告
警告.jpg
发表于 2008-7-16 15:04 | 显示全部楼层
其实就是个静态求解的问题,将模型简化成平面问题,施加轴向速度、轴向约束,即可求解。上面有人提到用动力方法求解,动力方法的前提应该是变加速,本题显然是稳定的速度,而且加速度为零。
发表于 2010-7-19 23:04 | 显示全部楼层
你能够确信ANSYS 软件计算的结果吗?
发表于 2010-11-1 11:23 | 显示全部楼层
您需要登录后才可以回帖 登录 | 我要加入

本版积分规则

QQ|小黑屋|Archiver|手机版|联系我们|声振论坛

GMT+8, 2024-9-22 12:48 , Processed in 0.057903 second(s), 20 queries , Gzip On.

Powered by Discuz! X3.4

Copyright © 2001-2021, Tencent Cloud.

快速回复 返回顶部 返回列表