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
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DOI - Digital Object Identifier
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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
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Result continuities
Project
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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
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e-ISSN
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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
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