| | SLO | ENG | Cookies and privacy

Bigger font | Smaller font

Show document Help

Title:Problematika železniških pragov : projektna naloga
Authors:ID Meh, Klemen (Author)
ID Uranjek, Mojmir (Mentor) More about this mentor... New window
Files:.pdf UN_Meh_Klemen_2020.pdf (2,31 MB)
MD5: 404B1086235CD8067E27844CB56F138F
PID: 20.500.12556/dkum/c4723c34-9582-4ab6-bb0c-edaa42a6cd7d
 
Language:Slovenian
Work type:Diploma project paper
Organization:FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Abstract:V projektni nalogi so predstavljeni rezultati sinhronizacije dveh različnih meritev (merilne tehtnice ter meritve kinematičnih in mehanskih parametrov odziva praga). Raziskava predstavlja majhen prispevek k CRP projektu, ki se ukvarja z izdelavo inovativnega železniškega praga. Ukvarjali smo se z vrednotenjem zunanje obtežbe na enem merilnem mestu na progi Divača−Koper. Končni rezultat raziskave je grafična predstavitev sinhroniziranih rezultatov dveh meritev. Ugotovili smo, da se sinhronizirane meritve ujemajo s splošnimi zakonitostmi dinamike konstrukcij pri diskretnih sistemih z več prostostnimi stopnjami, kjer maksimumi količin ne nastopajo vsi v istem času. Posledično največja obtežba na prag nastopi v situacijah, ko obravnavani prag prevzame večino obtežbe osi.
Keywords:vlakovna kompozicija, tirnica, železniški pragovi, degradacija tolčenca, dinamične obremenitve, relaksacija tirne grede
Place of publishing:Maribor
Place of performance:Maribor
Publisher:[K. Meh]
Year of publishing:2020
Number of pages:IX, 33 f.
PID:20.500.12556/DKUM-77484 New window
UDC:624
COBISS.SI-ID:32505603 New window
NUK URN:URN:SI:UM:DK:GEV6FZQK
Publication date in DKUM:01.09.2020
Views:1374
Downloads:333
Metadata:XML DC-XML DC-RDF
Categories:KTFMB - FG
:
MEH, Klemen, 2020, Problematika železniških pragov : projektna naloga [online]. Bachelor’s thesis. Maribor : K. Meh. [Accessed 2 April 2025]. Retrieved from: https://dk.um.si/IzpisGradiva.php?lang=eng&id=77484
Copy citation
  
Average score:
0.5
1
1.5
2
2.5
3
3.5
4
4.5
5
(0 votes)
Your score:Voting is allowed only for logged in users.
Share:Bookmark and Share


Hover the mouse pointer over a document title to show the abstract or click on the title to get all document metadata.

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:01.09.2020

Secondary language

Language:English
Title:A problematic of railway sleepers
Abstract:In this project work the results of synchronization of two different measurements are presented, i.e. measurement using measuring scales, and measurement of kinematic and mechanical parameters of the railway sleeper response. The research represents a small contribution to the CRP project, which deals with the production of an innovative railway sleeper. We were engaged in the evaluation of external load at one measuring point on the railway line Divača-Koper. We gave the final result of the research as a graphical presentation of the synchronized results of the two measurements. We found that synchronized measurements correspond to the general laws of structural dynamics of discrete systems with multi degrees of freedom, where the maxima of quantities do not occur simultaneously. Consequently, the maximum load on the railway sleeper occurs at the moment when it takes over the majority of the axle load.
Keywords:train composition, rail, railway sleepers, beat degradation, dynamic loads, relaxation of railway ballast


Comments

Leave comment

You must log in to leave a comment.

Comments (0)
0 - 0 / 0
 
There are no comments!

Back
Logos of partners University of Maribor University of Ljubljana University of Primorska University of Nova Gorica