Number of the records: 1  

Simulation of laboratory tests of steel arch support

  1. 1.
    SYSNO ASEP0473644
    Document TypeJ - Journal Article
    R&D Document TypeJournal Article
    Subsidiary JČlánek ve WOS
    TitleSimulation of laboratory tests of steel arch support
    Author(s) Horyl, P. (CZ)
    Šňupárek, Richard (UGN-S) RID
    Maršálek, P. (CZ)
    Pacześniowski, P. (PL)
    Number of authors4
    Source TitleArchives of Mining Sciences - ISSN 0860-7001
    Roč. 62, č. 1 (2017), s. 163-176
    Number of pages14 s.
    Publication formOnline - E
    Languageeng - English
    CountryPL - Poland
    Keywordstotal load-bearing capacity ; steel arch yielding support ; rigid support ; FEM
    Subject RIVDH - Mining, incl. Coal Mining
    OECD categoryMining and mineral processing
    R&D ProjectsED1.1.00/02.0070 GA MŠMT - Ministry of Education, Youth and Sports (MEYS)
    LO1406 GA MŠMT - Ministry of Education, Youth and Sports (MEYS)
    ED2.1.00/03.0082 GA MŠMT - Ministry of Education, Youth and Sports (MEYS)
    Institutional supportUGN-S - RVO:68145535
    UT WOS000399252200012
    DOI10.1515/amsc-2017-0012
    AnnotationThe total load-bearing capacity of steel arch yielding roadways supports is among their most important
    characteristics. These values can be obtained in two ways: experimental measurements in a specialized
    laboratory or computer modelling by FEM. Experimental measurements are significantly more expensive
    and more time-consuming. However, for proper tuning, a computer model is very valuable and can provide
    the necessary verification by experiment. In the cooperating workplaces of GIG Katowice, VSB-Technical
    University of Ostrava and the Institute of Geonics ASCR this verification was successful. The present
    article discusses the conditions and results of this verification for static problems. The output is a tuned
    computer model, which may be used for other calculations to obtain the load-bearing capacity of other
    types of steel arch supports. Changes in other parameters such as the material properties of steel, size
    torques, friction coefficient values etc. can be determined relatively quickly by changing the properties
    of the investigated steel arch supports.
    WorkplaceInstitute of Geonics
    ContactLucie Gurková, lucie.gurkova@ugn.cas.cz, Tel.: 596 979 354
    Year of Publishing2018
    Electronic addresshttp://archiwum.img-pan.krakow.pl/index.php/AMS/article/view/952
Number of the records: 1  

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