模态分析过程中打开振型型则化开关(MODOPT命令的Nrmkey设置为ON),ANSYS程序将自动将每阶模态的最大位移单位化,就可以提取模态质量。计算方法如下:
1、利用SSUM对ETABLE 动能数据求和获得结构总动能( );
2、将结构总动能除以 得到 ,其中 是系统的角频率。
下面是《ANSYS Verification Manual》中VM89.DAT稍加修改后提取模态质量的例子:
/PREP7
/TITLE, VM89, NATURAL FREQUENCIES OF A TWO-MASS-SPRING SYSTEM
C*** VIBRATION THEORY AND APPLICATIONS, THOMSON, 2ND PRINTING, PAGE 163,EX 6.2-
2
ET,1,COMBIN14,,,2 ET,2,MASS21,,,4
R,1,200 ! SPRING CONSTANT = 200 R,2,800 ! SPRING CONSTANT = 800 R,3,.5 ! MASS = .5 R,4,1 ! MASS = 1 N,1 N,4,1 FILL
E,1,2 ! SPRING ELEMENT (TYPE,1) AND K = 200 (REAL,1) TYPE,2 REAL,3
E,2 ! MASS ELEMENT (TYPE,2) AND MASS = .5 (REAL,3) TYPE,1 REAL,2
E,2,3 ! SPRING ELEMENT (TYPE,1) AND K = 800 (REAL,2) TYPE,2 REAL,4
E,3 ! MASS ELEMENT (TYPE,2) AND MASS = 1 (REAL,4) TYPE,1 REAL,1
E,3,4 ! SPRING ELEMENT (TYPE,1) AND K = 200 (REAL,1) M,2,UX,3
OUTPR,BASIC,1 D,1,UY,,,4 D,1,UX,,,4,3 FINISH
/SOLU
ANTYPE,MODAL
MODOPT,subspa,2,,,2,ON MXPAND,2,,,YES SOLVE FINISH
/post1
set,1,1
etabl,kene,kene ssum
*get,keneval1,ssum,,item,kene *get,freqval1,mode,1,freq
eigen1=(2*3.14159*freqval1)**2 pmass1=2*keneval1/eigen1
set,1,2 sonic2000
etabl,kene,kene ssum
*get,keneval2,ssum,,item,kene *get,freqval2,mode,2,freq
eigen2=(2*3.14159*freqval2)**2 pmass2=2*keneval2/eigen2
finish
ansys使用技巧总结:[9]如何提取模态质量
李克才模态分析过程中打开振型型则化开关(MODOPT命令的Nrmkey设置为ON),ANSYS程序将自动将每阶模态的最大位移单位化,就可以提取模态质量。计算方法如下:1、利用SSUM对ETABLE 动能数据求和获得结构总动能();2、将结构总动能除以得到,其中是系统的角频率。
下面是《ANSYS Verification Manual》中VM89.DAT稍加修改后提取模态质量的例子:/PREP7/TITLE, VM89, NATURAL FREQUENCIES OF A TWO-MASS-SPRING SYSTEMC*** VIBRATION THEORY AND APPLICATIONS, THOMSON, 2ND PRINTING, PAGE 163,EX6.2-2ET,1,COMBIN14,,,2ET,2,MASS21,,,4R,1,200 ! SPRING CONSTANT = 200R,2,800 ! SPRING CONSTANT = 800R,3,.5 ! MASS = .5R,4,1 ! MASS = 1N,1N,4,1FILLE,1,2 ! SPRING ELEMENT (TYPE,1) AND K = 200 (REAL,1)TYPE,2REAL,3E,2 ! MASS ELEMENT (TYPE,2) AND MASS = .5 (REAL,3)TYPE,1REAL,2E,2,3 ! SPRING ELEMENT (TYPE,1) AND K = 800 (REAL,2)TYPE,2REAL,4E,3 ! MASS ELEMENT (TYPE,2) AND MASS = 1 (REAL,4)TYP
E,1REAL,1E,3,4 ! SPRING ELEMENT (TYPE,1) AND K = 200 (REAL,1)M,2,UX,3OUTPR,BASIC,1D,1,UY,,,4D,1,UX,,,4,3FINISH/SOLUANTYPE,MODAL MODOPT,subspa,2,,,2,ONMXPAND,2,,,YESSOLVEFINISH/post1set,1,1etabl,kene,kenessum *get,keneval1,ssum,,item,kene*get,freqval1,mode,1,freqeigen1=(2*3.14159*freqval1)**2pmass1=2*keneval1/eigen1set,1,2etabl,kene,kenessum*get,keneval2,ssum,,item,kene*get,freqval2,mode,2,freqeigen2=(2*3.14159*freqval2)**2pmass2=2*keneval2/eigen2finish
利用ansys提取模态的质量
/PREP7 /TITLE, VM89, NATURAL FREQUENCIES OF A TWO-MASS-SPRING SYSTEM
C*** VIBRATION THEORY AND APPLICATIONS, THOMSON, 2ND PRINTING,
PAGE 163,EX 6.2-2
ET,1,COMBIN14,,,2
ET,2,MASS21,,,4
R,1,200 ! SPRING CONSTANT = 200
R,2,800 ! SPRING CONSTANT = 800
R,3,.5 ! MASS = .5
R,4,1 ! MASS = 1
N,1
N,4,1
FILL
E,1,2 ! SPRING ELEMENT (TYPE,1) AND K = 200 (REAL,1)
TYPE,2
REAL,3
E,2 ! MASS ELEMENT (TYPE,2) AND MASS = .5 (REAL,3)
TYPE,1
REAL,2
E,2,3 ! SPRING ELEMENT (TYPE,1) AND K = 800 (REAL,2)
TYPE,2
REAL,4
E,3 ! MASS ELEMENT (TYPE,2) AND MASS = 1 (REAL,4)
TYPE,1数码彩扩
REAL,1
E,3,4 ! SPRING ELEMENT (TYPE,1) AND K = 200 (REAL,1)
单向器M,2,UX,3
OUTPR,BASIC,1
D,1,UY,,,4
D,1,UX,,,4,3
FINISH
/SOLU
ANTYPE,MODAL
MODOPT,subspa,2,,,2,ON MXPAND,2,,,YES
SOLVE
FINISH
/post1
set,1,1
etabl,kene,kene
ssum
球磨*get,keneval1,ssum,,item,kene
*get,freqval1,mode,1,freq
eigen1=(2*3.14159*freqval1)**2
pmass1=2*keneval1/eigen1
set,1,2
etabl,kene,kene
ssum
*get,keneval2,ssum,,item,kene
*get,freqval2,mode,2,freq
eigen2=(2*3.14159*freqval2)**2
姿态传感器pmass2=2*keneval2/eigen2
finish