Increasing the buckling capacity with modal geometric “imperfections” designed by a reduced order model
Author:
Funder
Ministero dell’Istruzione, dell’Università e della Ricerca
Publisher
Elsevier BV
Subject
Mechanical Engineering,Building and Construction,Civil and Structural Engineering
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2. Numerical and Experimental Buckling and Post-Buckling Analyses of Sphere-Segmented Toroidal Shell Subject to External Pressure;Metals;2022-12-26
3. Post-Buckling Behaviour of Steel Structures with Different Types of Imperfections;Applied Sciences;2022-09-08
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