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Title:TRDNOSTNA ANALIZA »UNIPRESS« STISKALNICE
Authors:Krajnc, Franci (Author)
Predan, Jožef (Mentor) More about this mentor... New window
Gubeljak, Nenad (Co-mentor)
Kegl, Marko (Co-mentor)
Files:.pdf MAG_Krajnc_Franci_2018.pdf (18,22 MB)
MD5: FC6C7CFFD4CEBB11E9A41B4519FD3B80
 
Language:Slovenian
Work type:Master's thesis/paper (mb22)
Typology:2.09 - Master's Thesis
Organization:FS - Faculty of Mechanical Engineering
Abstract:V Magistrskem delu je predstavljena trdnostna analiza obstoječe konstrukcije stiskalnice »Unipress« za podjetje Ledinek Engineering d.o.o.. Glede na rezultate trdnostne analize smo obstoječo konstrukcijo v kritičnih detajlih izboljšali z lastnimi konstrukcijskimi rešitvami. Na izboljšani konstrukciji je bila izvedena optimizacija oblike s programskim paketom ProTOp. S pomočjo rezultatov optimizacije oblike smo geometrijo izboljšane konstrukcije dodatno preoblikovali. Kasneje smo za to geometrijo izvedli ponovno trdnostno analizo. V magistrskem delu so predstavljeni vsi rezultati trdnostnih analiz, kot tudi rezultati optimizacije oblike.
Keywords:Trdnostna analiza, MKE, Abaqus, ProTOp, konstrukcija, optimizacija
Year of publishing:2018
Publisher:[F. Krajnc]
Source:Maribor
UDC:676.017.42(043.2)
COBISS_ID:21299734 New window
NUK URN:URN:SI:UM:DK:HIJM1HDZ
Views:1012
Downloads:194
Metadata:XML RDF-CHPDL DC-XML DC-RDF
Categories:KTFMB - FS
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Licences

License:CC BY-NC-ND 4.0, Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International
Link:http://creativecommons.org/licenses/by-nc-nd/4.0/
Description:The most restrictive Creative Commons license. This only allows people to download and share the work for no commercial gain and for no other purposes.
Licensing start date:11.02.2018

Secondary language

Language:English
Title:STRENGTH ANALYSIS OF »UNIPRESS« CONSTRUCTION
Abstract:In this master thesis we presented a strength analysis on the existing construction of the press "Unipress" for Ledinek Engineering d.o.o.. Based on results of the strength analysis, we improved the existing construction in critical details with our own solutions for the shape. With the help of the programme package ProTOp we performed a shape optimization on the improved design. The geometry of the improved construction was further transformed with the help of the shape optimization results. Later on, we performed other strength analyses for this geometry. In this master thesis we presented all the results of strength analyses and the shape optimization results.
Keywords:strength analysis, FEM, Abaqus, ProTOp, construction, shape optimization


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