| dc.contributor.author | Pasternak, Hartmut | |
| dc.contributor.author | Li, Zheng | |
| dc.contributor.author | Juozapaitis, Algirdas | |
| dc.contributor.author | Daniūnas, Alfonsas | |
| dc.date.accessioned | 2023-09-18T16:26:43Z | |
| dc.date.available | 2023-09-18T16:26:43Z | |
| dc.date.issued | 2022 | |
| dc.identifier.issn | 2076-3417 | |
| dc.identifier.uri | https://etalpykla.vilniustech.lt/handle/123456789/114029 | |
| dc.description.abstract | The cylindrical shell is a widely used structure in engineering practice, and its main form of failure is instability due to buckling. As a classical problem in the field of mechanics, the stability of cylindrical shells has been studied extensively. However, the large difference between the theoretically predicted results of the critical buckling load and the experimental results for the cylindrical shells subjected to uniform axial pressure has contributed to the continuous development of the shell stability theory. This paper briefly reviews the development of the shell stability theory, then presents an overview of the current status and trends of stability research on the stiffened cylindrical shell widely used in cylindrical shell structures in real engineering, and finally presents the difficulties and directions of future stability research on cylindrical shell structures in engineering applications. | eng |
| dc.format | PDF | |
| dc.format.extent | p. 1-14 | |
| dc.format.medium | tekstas / txt | |
| dc.language.iso | eng | |
| dc.relation.isreferencedby | Science Citation Index Expanded (Web of Science) | |
| dc.relation.isreferencedby | Scopus | |
| dc.title | Ring stiffened cylindrical shell structures: State-of-the-Art review | |
| dc.type | Straipsnis Web of Science DB / Article in Web of Science DB | |
| dcterms.accessRights | This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https:// creativecommons.org/licenses/by/ 4.0/). | |
| dcterms.license | Creative Commons – Attribution – 4.0 International | |
| dcterms.references | 59 | |
| dc.type.pubtype | S1 - Straipsnis Web of Science DB / Web of Science DB article | |
| dc.contributor.institution | Brandenburg University of Technology | |
| dc.contributor.institution | Technische Universität Berlin | |
| dc.contributor.institution | Vilniaus Gedimino technikos universitetas | |
| dc.contributor.faculty | Statybos fakultetas / Faculty of Civil Engineering | |
| dc.subject.researchfield | T 002 - Statybos inžinerija / Construction and engineering | |
| dc.subject.vgtuprioritizedfields | SD0101 - Pažangios statinių konstrukcijos / Smart building structures | |
| dc.subject.ltspecializations | L104 - Nauji gamybos procesai, medžiagos ir technologijos / New production processes, materials and technologies | |
| dc.subject.en | cylindrical shells | |
| dc.subject.en | buckling | |
| dc.subject.en | ring-stiffened | |
| dc.subject.en | geometrical imperfection | |
| dcterms.sourcetitle | Applied sciences: State-of-the-Art in Structural Steel Engineering | |
| dc.description.issue | iss. 22 | |
| dc.description.volume | vol 12 | |
| dc.publisher.name | MDPI | |
| dc.publisher.city | Basel | |
| dc.identifier.doi | 000887162700001 | |
| dc.identifier.doi | 10.3390/app122211665 | |
| dc.identifier.elaba | 146289658 | |
