WAY OF STRESS AND DEFORMATION CALCULATIONS IN THE RAILS AND ANCHOR PINS OF MINING RACK-RAILWAY TRACK

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27230%2F24%3A10256874" target="_blank" >RIV/61989100:27230/24:10256874 - isvavai.cz</a>
Alternative codes found
RIV/61989100:27240/24:10256874
Result on the web
<a href="https://sciendo.com/article/10.2478/scjme-2024-0031" target="_blank" >https://sciendo.com/article/10.2478/scjme-2024-0031</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.2478/scjme-2024-0031" target="_blank" >10.2478/scjme-2024-0031</a>

Result language
angličtina
Original language name
WAY OF STRESS AND DEFORMATION CALCULATIONS IN THE RAILS AND ANCHOR PINS OF MINING RACK-RAILWAY TRACK
Original language description
Article deals with the calculation issues of deflection and stress in the rail and pins, which are a part of the anchoring design for rack-railway tracks. The rack-railway track, is intended for the transport of excessively heavy loads and people inside mines. A longitudinal track dip can be up to ± 35deg. Practical application is focused on the calculations of pins and rails, for which a novel combination of analytical approaches and FEM is used, with dynamic loading and the theory of beams on an elastic foundation. The methodology is explained in details and the first results are listed. Everything stated in this article can be used to design transport systems not only in mining/underground constructions.POZNÁMKA: V první verzi článku bylo omylem zkomoleno příjmení jednoho z autorů. Správně je Fries, bylo napsáno Freis.
Czech name
—
Czech description
—

Type
J<sub>SC</sub> - Article in a specialist periodical, which is included in the SCOPUS database
CEP classification
—
OECD FORD branch
20302 - Applied mechanics

Publication year
2024
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Similar results(10)