Please use this identifier to cite or link to this item:
https://scidar.kg.ac.rs/handle/123456789/21501
Full metadata record
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Tošić, Gordana | - |
dc.contributor.author | Milovanović, Vladimir | - |
dc.date.accessioned | 2024-11-13T09:42:26Z | - |
dc.date.available | 2024-11-13T09:42:26Z | - |
dc.date.issued | 2024 | - |
dc.identifier.issn | 1986-8677 | en_US |
dc.identifier.uri | https://scidar.kg.ac.rs/handle/123456789/21501 | - |
dc.description.abstract | This paper deals with the problem of optimal vessel end closures subjected to internal pressure. This research aims to analyse the shapes of the middle surfaces in the case of one-arc and two-arc domes. The optimal solutions seek to minimize design complexity while satisfying geometric and strength requirements. For one-arc closures, meridional profiles are defined by a generalized ellipse as well as a Bezier polynomial of the 5th degree, while in the case of two-arc closures, they are represented by Bezier polynomials of the 3rd and 5th degree. The static analysis was conducted using the finite elements method implemented in the Simcenter Femap software package. Appropriate conclusions were derived by assessing equivalent stresses and criterion functions. | en_US |
dc.language.iso | en | en_US |
dc.relation.ispartof | Contemporary Materials | en_US |
dc.subject | Geometry optimisation | en_US |
dc.subject | Pressure vessel head | en_US |
dc.subject | Internal pressure | en_US |
dc.title | THE STATIC ANALYSIS OF OPTIMUM CLOSURES OF THIN-WALLED CYLINDERS | en_US |
dc.type | article | en_US |
dc.description.version | Published | en_US |
dc.identifier.doi | 10.7251/COMEN2401074T | en_US |
dc.type.version | PublishedVersion | en_US |
Appears in Collections: | Faculty of Engineering, Kragujevac |
Files in This Item:
File | Description | Size | Format | |
---|---|---|---|---|
11029-Article Text-25120-1-10-20240626.pdf | 635.71 kB | Adobe PDF | View/Open |
Items in SCIDAR are protected by copyright, with all rights reserved, unless otherwise indicated.