piersilvio
Guest
Good morning, I am struggling with a perhaps banal problem for those chewing ansys classic very well..(I'm not a classic expert). I ran a non-linear analysis and I need to plot a load shift curve.
the model is meshato with brick elements (solid65) so I need:
1) calculate the result of the forces to the disaster as a result of all the knots framed;
2) evaluate the shift of a knot of the structure;
3) finally in the post processor chart the resulting curve of the point-setting forces.
all non-linear, geometric and material conditions are activated.
at the end of analysis I enter the "variable viewer and define the shift of the node while I do not know how to define the resultant of forces.
In fact, from nodalcalcs when I try to evaluate with fsum the result (all) of all the knots appears to me:
[Bleep] [Chuckles] [Bleep] [Bleep] [Chuckles] [Bleep] [Bleep] [Bleep] [Bleep] [Chuckles] [Bleep] [Bleep] [Chuckles] [Bleep] [Bleep] [Bleep] [Bleep] [Bleep] [Bleep] [Bleep] [Bleep] [Bleep] [Bleep] [Bleep] [Bleep] [Bleep] [Bleep] [Bleep] [Bleep] [Bleep] [Bleep] [Bleep] [Bleep] [Bleep] [Bleep] [Bleep]
summations based on final geometry and will not agree with solution
reactions.
*****
(excludes contact elements; issue fsum,,both to include them)
== sync, corrected by elderman ==
fy = 0.4996004e-12
fz = 400,000
mx = 824.7808
== sync, corrected by elderman ==
mz = 36.06707
Where am I wrong? I am grtao to whom can indicate a guide for the construction of a curve of this type or however how to defnir the resulting variable that I will find in the viewer. good work at all
the model is meshato with brick elements (solid65) so I need:
1) calculate the result of the forces to the disaster as a result of all the knots framed;
2) evaluate the shift of a knot of the structure;
3) finally in the post processor chart the resulting curve of the point-setting forces.
all non-linear, geometric and material conditions are activated.
at the end of analysis I enter the "variable viewer and define the shift of the node while I do not know how to define the resultant of forces.
In fact, from nodalcalcs when I try to evaluate with fsum the result (all) of all the knots appears to me:
[Bleep] [Chuckles] [Bleep] [Bleep] [Chuckles] [Bleep] [Bleep] [Bleep] [Bleep] [Chuckles] [Bleep] [Bleep] [Chuckles] [Bleep] [Bleep] [Bleep] [Bleep] [Bleep] [Bleep] [Bleep] [Bleep] [Bleep] [Bleep] [Bleep] [Bleep] [Bleep] [Bleep] [Bleep] [Bleep] [Bleep] [Bleep] [Bleep] [Bleep] [Bleep] [Bleep] [Bleep]
summations based on final geometry and will not agree with solution
reactions.
*****
(excludes contact elements; issue fsum,,both to include them)
== sync, corrected by elderman ==
fy = 0.4996004e-12
fz = 400,000
mx = 824.7808
== sync, corrected by elderman ==
mz = 36.06707
Where am I wrong? I am grtao to whom can indicate a guide for the construction of a curve of this type or however how to defnir the resulting variable that I will find in the viewer. good work at all