Buckling Behavior of Underwater Cylindrical Shells with Dents and Weld Imperfections under External Hydrostatic Pressure Using a Plugin Developed in Abaqus

dc.contributor.author	Saedpanah, Vahid
dc.contributor.author	Mostafaei, Mohamadali
dc.contributor.author	Dibajian, Seyed Houssain
dc.date.accessioned	2026-08-20T12:04:31Z
dc.date.available	2026-08-20T12:04:31Z
dc.date.copyright	2025/09/17
dc.date.issued	2026
dc.identifier.other	JPSEA2.PSENG-1824.pdf
dc.identifier.uri	http://yetl.yabesh.ir/yetl1/handle/yetl/4313062
dc.description.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, material impurities, ...
dc.publisher	American Society of Civil Engineers
dc.title	Buckling Behavior of Underwater Cylindrical Shells with Dents and Weld Imperfections under External Hydrostatic Pressure Using a Plugin Developed in Abaqus
dc.type	Journal Article
dc.journal.volume	17
dc.journal.issue	1
dc.journal.title	Journal of Pipeline Systems Engineering and Practice
dc.identifier.doi	10.1061/JPSEA2.PSENG-1824
dc.journal.fristpage	04025077-1
dc.journal.lastpage	04025077-8
dc.page	8
dc.tree	Journal of Pipeline Systems Engineering and Practice:;2026:;Volume ( 017 ):;issue: 001
dc.contenttype	Fulltext