ex2.1s.txt

来自「通过实例详细介绍Ansys在实际工程中的应用」· 文本 代码 · 共 56 行

!2.1  等截面简单超静定梁的平面弯曲分析(单元少)　
! 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, EX2-1S
/UNITS, CGS
/TITLE, EX2-1S.txt, 3 NODES SIMULATION BEAM

/PREP7
N, 1, 0, 0
N, 2, 0.30, 0
N, 3, 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
EPLOT
ELIST
FINISH

/SOLU
ANTYPE, STATIC
OUTPR, BASIC, ALL	
D, 1, UX, 0, , , , , UY, ROTZ
D, 3, UY, 0
SFBEAM, 1, 1, PRES, 0, 300
SFBEAM, 2, 1, PRES, 300, 600
F, 2, FY, -200	
SOLVE
FINISH

/POST1
PLDISP,2
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