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RISBuckling Behavior of Underwater Cylindrical Shells with Dents and Weld Imperfections under External Hydrostatic Pressure Using a Plugin Developed in Abaqus
Publisher: American Society of Civil Engineers
Abstract: AbstractBuckling is the most critical failure mode for underwater structures, such as pipes
and cylindrical or spherical shells. These shells are susceptible to buckling at low
pressures due to imperfections such as dents, ...