ex2.1t.txt

通过实例详细介绍Ansys在实际工程中的应用

!2.1  等截面简单超静定梁的平面弯曲分析(单元多)
! 本程序来源于邢静忠等编著的《ANSYS分析实例与工程应用》，机械工业出版社（2004年）
FINISH
/CLEAR
/FILNAME, EX2-1T
/UNITS, CGS
/TITLE, EX2-1T.txt, 3 NODES SIMULATION OF OVER-DETERMINED BEAM WITH MORE NODES
/PREP7
N, 1, 0, 0
N, 2, 0.06, 0	$   N, 3, 0.12, 0    $   N, 4, 0.18, 0
N, 5, 0.24, 0   $   N, 6, 0.30, 0	   $   N, 7, 0.36, 0
N, 8, 0.42, 0	   $   N, 9, 0.48, 0   $   N, 10, 0.54, 0
N, 11, 0.60, 0
NPLOT 	
NPLOT, 1
NLIST
DSYS, 1
NLIST
ET, 1, BEAM3
MP, EX, 1, 207e9
MP, NUXY, 1, 0.3
R, 1, 1, 0.020833, 0.5
E, 1, 2	
E, 2, 3   $   E, 3, 4   $   E, 4, 5   $   E, 5, 6
E, 6, 7   $   E, 7, 8   $   E, 8, 9   $   E, 9,10	
E, 10, 11
EPLOT
ELIST
FINISH
/SOLU
ANTYPE, STATIC
OUTPR, BASIC, ALL	
D, 1, UX, 0, , , , , UY, ROTZ
D, 11, UY, 0 	
SFBEAM, 1, 1, PRES, 0, 60
SFBEAM, 2, 1, PRES, 60, 120   $   SFBEAM, 3, 1, PRES, 120, 180
SFBEAM, 4, 1, PRES, 180, 240   $   SFBEAM, 5, 1, PRES, 240, 300
SFBEAM, 6, 1, PRES, 300, 360   $   SFBEAM, 7, 1, PRES, 360, 420
SFBEAM, 8, 1, PRES, 420, 480   $   SFBEAM, 9, 1, PRES, 480, 540
SFBEAM, 10, 1, PRES, 540, 600
F, 6, FY, -200	
SOLVE
FINISH	
/POST1
PRDISP	
ETABLE,IMOMENT, SMISC, 6
ETABLE,JMOMENT, SMISC, 12
ETABLE, ISHEAR, SMISC, 2
ETABLE, JSHEAR, SMISC, 8
PRETAB
/TITLE, SHEAR FORCE DIAGRAM
PLLS, ISHEAR, JSHEAR	
/TITLE, BENDING MOMENT DIAGRAM
PLLS, IMOMENT, JMOMENT
FINISH