About this document
Reportblankendaal 31 60 by Mario Rossi is a document available to read on EtoBox.
The document discusses the calculation of plate buckling reduction factors and critical stresses for both unstiffened and stiffened steel plates. It presents various equations to determine plate slenderness, load amplifiers, and buckling stresses, including the effects of column-like and plate-like behavior. Additionally, it outlines methods for calculating shear buckling stresses and the influence of stiffeners on buckling behavior.
- Author
- Mario Rossi
- Language
- EN