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1、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 SYST
2、EM 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 = 2
3、00 (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)
4、 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/eig
5、en1 set,1,2 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
6、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《ANSYSVerificationManual》中VM89.DAT稍加修改后提取模态质量的例子:/PREP7/TITLE,VM89,NATURALFREQUENCIESOFATWO-MASS-SPRINGSYSTEMC***VIBRATIONTHEORYANDAPPLICATIONS,THOMSON,2NDPRINTING,PAGE163,EX6.2-2ET,1,COMBIN14,,,2ET,2,MASS21,,,4R,1,200!SPRINGCONSTANT=
7、200R,2,800!SPRINGCONSTANT=800R,3,.5!MASS=.5R,4,1!MASS=1N,1N,4,1FILLE,1,2!SPRINGELEMENT(TYPE,1)ANDK=200(REAL,1)TYPE,2REAL,3E,2!MASSELEMENT(TYPE,2)ANDMASS=.5(REAL,3)TYPE,1REAL,2E,2,3!SPRINGELEMENT(TYPE,1)ANDK=800(REAL,2)TYPE,2REAL,4E,3!MASSELEMENT(TYPE,2)ANDMASS=1(REAL,4)TYPE
8、,1REAL,1E,3,4!SPRINGELEMENT(TYPE,1)ANDK=200(REAL,1)M,2,UX,3OUTPR,BASIC,1D,1,UY,,,4