It appears to be global. If so, how determine the stresses along the Line3 coordinate system (varies for non-linear, large deflection analysis) coordinate system especially? Is it possible to output the Line3 loads in terms axial, bending moment, torsion and shear loads?
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*EL FILE,OUTPUT=2D,SECTION FORCES
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Then the stress components in the solution have different meanings from their names according to this table from the CCX manual:
• xx: Shear force in 1-direction
• yy: Shear force in 2-direction
• zz: Normal force
• xy: Moment about the 1-direction
• xz: Moment about the 2-direction
• yz: Torque
I'm not sure if these are in a coordinate system that rotates with the beam at large displacements so you might need to test that.
- "*EL FILE,OUTPUT=2D,SECTION FORCES
- "*EL FILE,OUTPUT=2D,SECTION FORCES"
- "*EL FILE,OUTPUT=3D,SECTION FORCES"
- "*EL FILE,SECTION FORCES"
Each crashed the solver. If I suppress the custom model definition it calculates fine except I don't get forces. Please understand that I am trying very hard to figure this out including searching the CCX manual and am not trying to have you fix all my problems except now I am stumped. I have taken the liberty of emailing you my file. It is only a validation so there are no concerns about being proprietary data.S"
Thanks,
Dave
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Nevermind