Effect of explosion and fire on underground structures
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F13%3A00211085" target="_blank" >RIV/68407700:21110/13:00211085 - isvavai.cz</a>
Result on the web
<a href="http://dx.doi.org/10.1260/2041-4196.4.4.505" target="_blank" >http://dx.doi.org/10.1260/2041-4196.4.4.505</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.1260/2041-4196.4.4.505" target="_blank" >10.1260/2041-4196.4.4.505</a>
Alternative languages
Result language
angličtina
Original language name
Effect of explosion and fire on underground structures
Original language description
It appears that explosion in a closed space of underground works together with extreme increase of temperature influences the bearing capacity of underground structures, particularly road and rail tunnels, underground power stations, underground parkings, etc. The explosion is caused by various resources (terrorist attack, explosion of inflammable material positioned on freight cars, and such). This paper is focused on the effect of a fast change of load in tunnels and especially on the tunnel linings from fiber reinforced concrete. Shock wave caused by both the explosion and increased temperature leads to a spalling of concrete, i.e. to a reduction of thickness of the bearing structure and decrease of feasibility of the support. Relatively complicatedsystem, describing an interaction between the air (shock wave described by gas dynamics), and the solid part (tunnel lining and the rock surrounding the tunnel obeying the equations of elasto-plasticity) is to be simplified in this paper
Czech name
—
Czech description
—
Classification
Type
J<sub>x</sub> - Unclassified - Peer-reviewed scientific article (Jimp, Jsc and Jost)
CEP classification
JN - Civil engineering
OECD FORD branch
—
Result continuities
Project
<a href="/en/project/GAP105%2F10%2F0266" target="_blank" >GAP105/10/0266: Optimization for elliptic and hyperbolic systems in the field of composites</a><br>
Continuities
Z - Vyzkumny zamer (s odkazem do CEZ)
Others
Publication year
2013
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Name of the periodical
International Journal of Protective Structures
ISSN
2041-4196
e-ISSN
—
Volume of the periodical
4
Issue of the periodical within the volume
4
Country of publishing house
GB - UNITED KINGDOM
Number of pages
16
Pages from-to
505-520
UT code for WoS article
—
EID of the result in the Scopus database
—