An experimental evaluation of the blast resistance of heterogeneous concrete-based composite bridge decks
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F60162694%3AG43__%2F19%3A00536481" target="_blank" >RIV/60162694:G43__/19:00536481 - isvavai.cz</a>
Alternative codes found
RIV/68407700:21110/19:00326774 RIV/00216275:25310/19:39914538
Result on the web
<a href="https://www.sciencedirect.com/science/article/pii/S0141029618310460" target="_blank" >https://www.sciencedirect.com/science/article/pii/S0141029618310460</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.1016/j.engstruct.2018.10.070" target="_blank" >10.1016/j.engstruct.2018.10.070</a>
Alternative languages
Result language
angličtina
Original language name
An experimental evaluation of the blast resistance of heterogeneous concrete-based composite bridge decks
Original language description
Because of the current geopolitical situation, research on improving the resistance of the civil and transport infrastructure to blast or impact loads has gained considerable attention. This paper presents the results of full-scale blast experiments designed to characterize the resistance of concrete-based composite bridge decks subjected to close-in blast loading. Three composite decks with different degrees of heterogeneity were proposed and tested: a slab with basalt fiber meshes in multiple layers along the depth of the specimen, a slab with recycled textile sheets 100 mm in total thickness, and a typical hollow-core prestressed slab. The dependence of the extent of the blast damage on the material characteristics of the composite material was studied. A detailed study of the damage to the specimen caused by the close-in explosion found apparent delamination of all tested composite specimens. The heterogeneity of the layered composite material converts the blast damage due to internal rebounds into layer delamination.
Czech name
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Czech description
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Classification
Type
J<sub>imp</sub> - Article in a specialist periodical, which is included in the Web of Science database
CEP classification
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OECD FORD branch
20101 - Civil engineering
Result continuities
Project
<a href="/en/project/GA17-23067S" target="_blank" >GA17-23067S: Performance of concrete subjected to blast and subsequent fire loading</a><br>
Continuities
I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace
Others
Publication year
2019
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Name of the periodical
ENGINEERING STRUCTURES
ISSN
0141-0296
e-ISSN
1873-7323
Volume of the periodical
179
Issue of the periodical within the volume
leden 2019
Country of publishing house
GB - UNITED KINGDOM
Number of pages
7
Pages from-to
204-210
UT code for WoS article
000455858200016
EID of the result in the Scopus database
2-s2.0-85055899848