Dear STKOteam,
I have some questions regarding the sign conventions for Node and Element used in STKO.
1、For nodes, how are the positive and negative signs defined for the output items? Are these outputs based on the global coordinate system or influenced by local axes settings?
2、For elements, how are the positive and negative signs defined for the internal forces (Fx, Fy, Fz, Mx, My, Mz) in each direction? Additionally, for each degree of freedom, there are two equal values with opposite signs. How should these be distinguished?
Looking forward to your reply!
Sign conventions for Node and Element
Re: Sign conventions for Node and Element
Results are same as those in OpenSees
For example:
"force" are the beam's end-nodes forces: imagine a column with a vertical force F. The reaction will be -F. The axial force N will be equal to F, and the beam end-forces will be -F on top and +F on bottom
Nodal results are always in global coordinates1、For nodes, how are the positive and negative signs defined for the output items? Are these outputs based on the global coordinate system or influenced by local axes settings?
It depends on 1) the result type and 2) the element type.2、For elements, how are the positive and negative signs defined for the internal forces (Fx, Fy, Fz, Mx, My, Mz) in each direction? Additionally, for each degree of freedom, there are two equal values with opposite signs. How should these be distinguished?
For example:
- In beams: "force" is in global coordinates "localForce" in local coordinates
- "stress" in beams are in local coordinates, in solids are in global coordinates
That makes perfect sense:There are two equal values with opposite signs
"force" are the beam's end-nodes forces: imagine a column with a vertical force F. The reaction will be -F. The axial force N will be equal to F, and the beam end-forces will be -F on top and +F on bottom
Re: Sign conventions for Node and Element
So, the two equal values with opposite signs are outputs for two ends of the element, and the order of the ends is arranged by local coordinates, right?
Re: Sign conventions for Node and Element
The local X axis on a beam goes from first-node to last-nodeand the order of the ends is arranged by local coordinates, right?
Re: Sign conventions for Node and Element
Thanks for your reply!
Re: Sign conventions for Node and Element
You're welcome