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Analysis Of the rock Bursts Consequence for arch tunnel support

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27230%2F04%3A00010540" target="_blank" >RIV/61989100:27230/04:00010540 - isvavai.cz</a>

  • Result on the web

  • DOI - Digital Object Identifier

Alternative languages

  • Result language

    angličtina

  • Original language name

    Analysis Of the rock Bursts Consequence for arch tunnel support

  • Original language description

    One of the main safety problems of coalmines in the Czech part of the Upper Silesian Coal Basin are rock bursts. Their strong effect occurs first of all in gateroads. To understand the mechanisms of damage the behaviour of roadway steel arch support under dynamic loading was mathematically modelled see also [1,2]. Numerical solution was done by program ANSYS with bilinear material properties of steel. Different shape and size of steel arches were modelled and inverse analysis of loading impulse was done. For investigating of strain and kinetic energy in course of dynamic response the macro in APDL language of ANSYS has been developed. Results of modelling including influence of contact quality between support and rock are discussed.

  • Czech name

    Analýza důsledků horského otřesu na obloukovou tunelovou výztuž

  • Czech description

    One of the main safety problems of coalmines in the Czech part of the Upper Silesian Coal Basin are rock bursts. Their strong effect occurs first of all in gateroads. To understand the mechanisms of damage the behaviour of roadway steel arch support under dynamic loading was mathematically modelled see also [1,2]. Numerical solution was done by program ANSYS with bilinear material properties of steel. Different shape and size of steel arches were modelled and inverse analysis of loading impulse was done. For investigating of strain and kinetic energy in course of dynamic response the macro in APDL language of ANSYS has been developed. Results of modelling including influence of contact quality between support and rock are discussed.

Classification

  • Type

    D - Article in proceedings

  • CEP classification

    JR - Other machinery industry

  • OECD FORD branch

Result continuities

  • Project

  • Continuities

    Z - Vyzkumny zamer (s odkazem do CEZ)

Others

  • Publication year

    2004

  • Confidentiality

    S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Data specific for result type

  • Article name in the collection

    Proceedings of the grant workshop on Fracture Damage of Structural Parts

  • ISBN

    80-248-0615-0

  • ISSN

  • e-ISSN

  • Number of pages

    4

  • Pages from-to

    223-226

  • Publisher name

    VŠB - Technická univerzita Ostrava

  • Place of publication

    Ostrava

  • Event location

    Ostrava

  • Event date

    Sep 6, 2004

  • Type of event by nationality

    EUR - Evropská akce

  • UT code for WoS article