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About Lecture 3 Column Buckling
The document discusses column buckling behavior under axial loading. It explains that a column without imperfections will remain straight until the critical buckling load is reached, at which point it will suddenly buckle. However, real columns have imperfections and elastic-plastic material behavior, causing them to buckle gradually as the load increases. The resistance of real columns is reduced due to factors like material non-linearity, initial out-of-straightness, and self-stresses from the manufacturing process. Design codes like EC3 use a reduction factor and slenderness parameter to account for column buckling in determining the design resistance.
Detailed Information
| Author: | ['Tor Grimlund'] |
|---|---|
| Publication Year: | 2012 |
| Pages: | 31 |
| Language: | English |
| Format: | |
| Price: | FREE |
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