{"id":343051,"date":"2024-01-04T00:11:07","date_gmt":"2024-01-04T00:11:07","guid":{"rendered":"\/forum\/forums\/topic\/magnitude-error-2\/"},"modified":"2024-01-04T00:11:07","modified_gmt":"2024-01-04T00:11:07","slug":"magnitude-error-2","status":"closed","type":"topic","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/magnitude-error-2\/","title":{"rendered":"Magnitude error"},"content":{"rendered":"

I have the following script to model and study an isotropic hardening model:<\/p>\n

—————————————————————————————————<\/div>\n
FINISH<\/div>\n
\/CLEAR<\/div>\n
 <\/div>\n
!Asignando nombres al analisis<\/div>\n
 <\/div>\n
\/FILNAME,viga-ep-script,1<\/div>\n
 <\/div>\n
\/Title,Analisis-ElastoPlastico<\/div>\n
 <\/div>\n
!Definiendo unidades (m,kg,s,K)<\/div>\n
\/UNITS,SI<\/div>\n
 <\/div>\n
!Entrando al preprocesador<\/div>\n
\/PREP7<\/div>\n
 <\/div>\n
!Definiendo tipo de análisis<\/div>\n
ANTYPE,STATIC,NEW<\/div>\n
 <\/div>\n
 <\/div>\n
!Definiendo propiedades del material<\/div>\n
MAT,1<\/div>\n
MP,EX,1,2E11<\/div>\n
MP,PRXY,1,0.3<\/div>\n
TB,BISO,1<\/div>\n
TBDATA,1,4E8,1E9<\/div>\n
 <\/div>\n
!Definiendo keypoints<\/div>\n
K,1,0,0,0<\/div>\n
K,2,0.003,0,0<\/div>\n
K,3,0.003,0.001,0<\/div>\n
K,4,0,0.001,0<\/div>\n
 <\/div>\n
 <\/div>\n
!Definiendo lineas<\/div>\n
LSTR,1,2<\/div>\n
LSTR,2,3<\/div>\n
LSTR,3,4<\/div>\n
LSTR,4,1<\/div>\n
 <\/div>\n
!Definiendo area<\/div>\n
A,1,2,3,4<\/div>\n
 <\/div>\n
!Definiendo nodos<\/div>\n
NKPT,1,1<\/div>\n
NKPT,13,2<\/div>\n
NKPT,65,3<\/div>\n
NKPT,53,4<\/div>\n
 <\/div>\n
FILL,1,13<\/div>\n
FILL,13,65,3,26,13<\/div>\n
FILL,1,53,3,14,13<\/div>\n
FILL,14,26<\/div>\n
FILL,27,39<\/div>\n
FILL,40,52<\/div>\n
FILL,53,65<\/div>\n
 <\/div>\n
!Definiendo elemento<\/div>\n
ET,1,PLANE182,0,,2,,,1<\/div>\n
 <\/div>\n
!Asignando malla al area<\/div>\n
AATT,1,,,,1<\/div>\n
 <\/div>\n
!Estableciendo la malla<\/div>\n
MSHAPE,0,2D<\/div>\n
MSHKEY,0<\/div>\n
LESIZE,1,,,12<\/div>\n
LESIZE,2,,,4<\/div>\n
LESIZE,3,,,12<\/div>\n
LESIZE,4,,,4<\/div>\n
AMESH,ALL<\/div>\n
NUMMRG,NODE<\/div>\n
 <\/div>\n
!Estableciendo las cargas y restricciones<\/div>\n
D,1,ALL,0<\/div>\n
D,14,UX,0,,53,13<\/div>\n
D,65,UX,0<\/div>\n
D,65,UY,-0.001<\/div>\n
 <\/div>\n
 <\/div>\n
!Iniciando el solucionador<\/div>\n
\/SOLU<\/div>\n
 <\/div>\n
!Incluyendo no linealidades<\/div>\n
NLGEOM,ON<\/div>\n
AUTOTS,OFF<\/div>\n
DELTIM,1<\/div>\n
NSUBST,80<\/div>\n
 <\/div>\n
KBC,0<\/div>\n
 <\/div>\n
!Solucionando<\/div>\n
OUTRES,ALL,ALL,,,,<\/div>\n
SOLVE<\/div>\n
FINISH<\/div>\n
 <\/div>\n
\/POST1<\/div>\n
 <\/div>\n
 <\/div>\n
SET,LAST,80<\/div>\n
 <\/div>\n
PLDISP,1<\/div>\n
 <\/div>\n
PLNSOL,S,EQV,0<\/div>\n
 <\/div>\n
PLNSOL,EPPL,EQV,0,,,,AUTO<\/div>\n
 <\/div>\n
PLNSOL,EPTO,EQV,0,,,,AUTO<\/div>\n
 <\/div>\n
\/POST26<\/div>\n
 <\/div>\n
!Curva U-L<\/div>\n
NUMVAR,200<\/div>\n
TIMERANGE,0,1<\/div>\n
NSOL,2,65,U,Y,DESPLAZAMIENTO<\/div>\n
XVAR,2<\/div>\n
ABS,2,2,,,DESPLA,,,1<\/div>\n
PLTIME,0,1<\/div>\n
ESOL,3,48,65,F,Y,CARGA<\/div>\n
\/AXLAB,X,DISPLACEMENT<\/div>\n
\/AXLAB,Y,LOAD<\/div>\n
PLVAR,3<\/div>\n
—————————————————————————————————<\/div>\n
 <\/div>\n
While the deformed shape is right and compares to the ones in previous studies, when I graph the load vs displacement I get the right numbers but a thousand times bigger than the previous studies. The values of forces should be  in the range of 60 to 65.<\/div>\n
 <\/div>\n
I dont know what am I doing wrong.<\/div>\n

 <\/p>\n","protected":false},"template":"","class_list":["post-343051","topic","type-topic","status-closed","hentry"],"aioseo_notices":[],"aioseo_head":"\n\t\t\n\t\n\t\n\t\n\t\n\t\t\n\t\t\n\t\t\n\t\t\n\t\t\n\t\t\n\t\t\n\t\t\n\t\t\n\t\t\n\t\t\n\t\t