4. Effect of imperfections on the behavior of columns, plates and shells
Paragraph 3 referred only to perfect structural elements. However, perfect constructions do not exist. The behavior of an imperfect real structural element differs from the theoretical behavior of a perfect element described above; it is represented in figure
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Effect of imperfections on the behavior of columns, plates and shells
Bibliography
Standards and norms
- Structural steel design – Part 1-6: Strength and stability of shell structures EN 1993-1-6. CEN. - CEN Eurocode 3 - 2007
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