Hello! Everyone,
I have a quick question here about steel design.
For what reason, we would expect that the local buckling in section (let us say, W-shape) occurs before the global buckling in both axial compression design and flexural design?
I am thinking of this because, in my mind, if the...
Realtime2, thanks very much for your response.
I can tell that you are an expert in this deformation theory.
I believe that I would bring you more questions on this topic and hopefully I can have your response then.
Thanks again.
Hello! Everyone,
I have a question in working on the Kinematic Hardening on Plastic Deformation under uniaxial cyclic loading.
My question is:
Since it is in the uniaxial cyclic loading condition, can I have the yield surface as a circle on the biaxial stress plane? I guess not, is that...
