ansys如何提取模态质量

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-
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

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