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C.8 Limit state criteria
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...- viezure
- Thread
- Replies: 0
- Forum: Structural engineering general discussion
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C.8 Limit state criteria
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...- viezure
- Thread
- Replies: 0
- Forum: CEN / ECN (eu standards) Code Issues
