hi everyone
i used nonlinear beam elements to model a frame, i want to get the moment curvature of a column. i think there are two ways to get the moment and curvature
1 recorder the section(integration point) force and deformation of the column, i can get the moment and curvature, respectively.
2 use the zeroLengthSection (in the moment curvature example on basic examples web page) to get the moment and curvature , respectively.
i want to know is there any difference in the two method?
thank you in advance.
two ways to get moment curvature curve
Moderators: silvia, selimgunay, Moderators
Re: two ways to get moment curvature curve
option 2 gives a moment-rotation, which is not same as moment-curvature you would be getting from element sections.
-
- Posts: 3
- Joined: Wed Jun 11, 2014 7:27 pm
Re: two ways to get moment curvature curve
fmk wrote:
> option 2 gives a moment-rotation, which is not same as moment-curvature you
> would be getting from element sections.
I have the same question. how the curve can be got of zerolengthsection element?
Thank you.
> option 2 gives a moment-rotation, which is not same as moment-curvature you
> would be getting from element sections.
I have the same question. how the curve can be got of zerolengthsection element?
Thank you.