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DC Field | Value | Language |
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dc.contributor.author | Petrovic, Nenad | - |
dc.contributor.author | Kostic, Nenad | - |
dc.contributor.author | Marjanovic, Nenad | - |
dc.contributor.author | Blagojevic, Mirko | - |
dc.contributor.author | Matejic, Milos | - |
dc.date.accessioned | 2024-11-20T13:09:56Z | - |
dc.date.available | 2024-11-20T13:09:56Z | - |
dc.date.issued | 2019 | - |
dc.identifier.isbn | 978-99938-39-85-9 | en_US |
dc.identifier.uri | https://scidar.kg.ac.rs/handle/123456789/21561 | - |
dc.description | This paper is a result of the TR32036 and TR33015 projects, which are investigations of the Technological Development of the Republic of Serbia. The projects are titled “Development of software for solving the coupled multi-physical problems” and “Research and development of a Serbian net-zero energy house” respectively. We would like to thank to the Ministry of Education, Science and Technological Development of the Republic of Serbia for their financial support during this investigation. | en_US |
dc.description.abstract | In order to achieve the most practically applicable results the optimization model must have the most realistic variables, loading and constraints. One of the main constraints which is frequently overlooked in previously published research is bucking. Since this constraint is changing in each iteration of the optimization process it is very complex and is considered a dynamic constraint. This paper shows the implementation of such a constraint into the structural optimization process. A typical space truss example with 25 bars is optimized both with and without the use of buckling constraints for sizing, shape, topology and all their possible combinations, and a comparative analysis of the two cases is done. All models are optimized for minimal weight. | en_US |
dc.language.iso | en | en_US |
dc.relation | TR32036, TR33015 | en_US |
dc.subject | truss | en_US |
dc.subject | structural optimization | en_US |
dc.subject | euler buckling | en_US |
dc.subject | continuous variables | en_US |
dc.title | INFLUENCE OF BUCKLING ON TRUSS STRUCTURAL OPTIMIZATION | en_US |
dc.type | conferenceObject | en_US |
dc.description.version | Published | en_US |
dc.type.version | PublishedVersion | en_US |
dc.source.conference | 14th International Conference on Accomplishments in Mechanical and Industrial Engineering - DEMI 2019 | en_US |
Appears in Collections: | Faculty of Engineering, Kragujevac |
Files in This Item:
File | Description | Size | Format | |
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NPetrovic-M33-2019-DEMI.pdf | 586.92 kB | Adobe PDF | View/Open |
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