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https://scidar.kg.ac.rs/handle/123456789/17636
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Поље DC-а | Вредност | Језик |
---|---|---|
dc.contributor.author | Pešić, Miloš | - |
dc.contributor.author | Milovanović, Vladimir | - |
dc.contributor.author | Jelić, Lidija | - |
dc.contributor.author | Jović, Nikola | - |
dc.date.accessioned | 2023-04-13T06:44:56Z | - |
dc.date.available | 2023-04-13T06:44:56Z | - |
dc.date.issued | 2020 | - |
dc.identifier.isbn | 978-99976-719-8-1 | en_US |
dc.identifier.uri | https://scidar.kg.ac.rs/handle/123456789/17636 | - |
dc.description.abstract | The aim of this article is comparative analysis of results obtained using the linear contact between the two plates set at an angle of 90° in software Simcenter Femap with Nastran. For consideration of setted problem two models of different dimensions and load values, with different type of elements and FEM mesh density were analyzed. The boundary conditions and the mode of action of the load are the same in all considered FEM models. For comparative analysis in FEM models different combinations of 2D-shell elements of the appropriate thickness and 3D elements (hexahedral) were used for analysis. The changes in stress values and node displacements in the contact regions in dependence on the FEM mesh density and different type of elements in contact regions were considered. | en_US |
dc.language.iso | en | en_US |
dc.rights | info:eu-repo/semantics/openAccess | - |
dc.source | 5th International Scientific Conference COMETa 2020 – "Conference on Mechanical Engineering Technologies and Applications“ | en_US |
dc.subject | linear contact analysis | en_US |
dc.subject | stress contact distribution | en_US |
dc.title | A COMPARATIVE STUDY OF LINEAR CONTACT PROBLEMS IN SOFTWARE SIMCENTER FEMAP WITH NASTRAN | en_US |
dc.type | conferenceObject | en_US |
dc.description.version | Published | en_US |
dc.type.version | PublishedVersion | en_US |
Налази се у колекцијама: | Faculty of Engineering, Kragujevac |
Датотеке у овој ставци:
Датотека | Опис | Величина | Формат | |
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18 COMETA20 Pesic.pdf | 1.54 MB | Adobe PDF | ![]() Погледајте |
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