A Comparison of Various FE Modelling Methods of Concrete Slab Exposed to Impact Loads
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F22%3APU138686" target="_blank" >RIV/00216305:26110/22:PU138686 - isvavai.cz</a>
Result on the web
<a href="https://aip.scitation.org/doi/abs/10.1063/5.0081398" target="_blank" >https://aip.scitation.org/doi/abs/10.1063/5.0081398</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.1063/5.0081398" target="_blank" >10.1063/5.0081398</a>
Alternative languages
Result language
angličtina
Original language name
A Comparison of Various FE Modelling Methods of Concrete Slab Exposed to Impact Loads
Original language description
The results of tree various approaches of finite element modelling of a reinforced concrete slab exposed to impact load of high velocity air pressure wave are compared. Three modified 3D numerical models have been created, and the analyses have been conducted using explicit numerical solver of commercially available software LS-Dyna.
Czech name
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Czech description
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Classification
Type
D - Article in proceedings
CEP classification
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OECD FORD branch
20101 - Civil engineering
Result continuities
Project
<a href="/en/project/GA17-23578S" target="_blank" >GA17-23578S: Damage assessment identification for reinforced concrete subjected to extreme loading</a><br>
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)
Others
Publication year
2022
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
18th International Conference of Numerical Analysis and Applied Mathematics (ICNAAM 2020)
ISBN
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ISSN
0094-243X
e-ISSN
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Number of pages
5
Pages from-to
1-5
Publisher name
AIP Conference Proceedings
Place of publication
Greece, Rhodes
Event location
Rhodes, Greece
Event date
Sep 17, 2020
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
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