Moment curvature relationship of cross sections - theory
Moment curvature relationship of cross sections - theory
(OP)
Dear collages of the forum,
I write by first time in this section (I usually do it in Abaqus forum). I would be very gratefull if you could recomend to me some paper or book where would be explained the theoric fundamentals of Moment-Curvature relationship on non linear material. My objective is to have an analytical expression on a rectangular cross section (steel). Also I'm interesting in references about calculation of elastic-plastic deformations on frames.
Thank you very much for your attention and good week end.
Best regards,
Juan José
I write by first time in this section (I usually do it in Abaqus forum). I would be very gratefull if you could recomend to me some paper or book where would be explained the theoric fundamentals of Moment-Curvature relationship on non linear material. My objective is to have an analytical expression on a rectangular cross section (steel). Also I'm interesting in references about calculation of elastic-plastic deformations on frames.
Thank you very much for your attention and good week end.
Best regards,
Juan José






RE: Moment curvature relationship of cross sections - theory
Regards.
RE: Moment curvature relationship of cross sections - theory
Thank you very much, but what I'm looking for are the theoretical basis (not software applications). Thank you very much anyway.
Regards.
RE: Moment curvature relationship of cross sections - theory
BA
RE: Moment curvature relationship of cross sections - theory
http://stuff.mit.edu/afs/athena/course/2/2.31/www/...
and letting us know if you have any more specific questions.
Doug Jenkins
Interactive Design Services
http://newtonexcelbach.wordpress.com/
RE: Moment curvature relationship of cross sections - theory
That is a simplified model about what I'm looking for. In my case, the material is not considered as elastic-perfetly plastic. After the yelding interval, there is one more interval of hardening (defined by a Eh, which is not horizontal).
Thank you very much anyway. Regards.
RE: Moment curvature relationship of cross sections - theory
Not something I would use on its own, but may provide a good place to start.
Brian C Potter, PE
http://simplesupports.wordpress.com
RE: Moment curvature relationship of cross sections - theory
The paper is so good; it is not in the idea what I was looking for, but gave to me additional points of view. Thank you a lot.
Regards.