Hi everybody,
i find myself in a bit of a pickle and so far i couldn't find an answer to this question:
In an elasto-plastic analysis using material non-linearity, considering that local yielding is allowed, up to how much can the yielding zone be limited (for a given cross-section)?
in the...
Hi everybody,
i find myself in a bit of a pickle and so far i couldn't find an answer to this question:
In an elasto-plastic analysis using material non-linearity, considering that local yielding is allowed, up to how much can the yielding zone be limited (for a given cross-section)?
in the...