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JINDRA, D. HRADIL, P.
Originální název
NUMERICAL ANALYSIS OF BFRP REINFORCED CONCRETE SLAB EXPOSED TO IMPACT LOADS
Typ
článek v časopise ve Web of Science, Jimp
Jazyk
angličtina
Originální abstrakt
This paper describes advanced numerical analysis of a simply supported reinforced concrete slab exposed to close range explosion of a TNT charge. Finite element method (FEM) has been utilized in order to conduct the analysis. Non-linear material model for concrete slab is adopted. Reinforcing bars made of basalt fibre reinforced plastic (BFRP) are considered by elastic-plastic material model. 3D numerical model has been created, and a software with explicit solver (LS-Dyna) has been used in order to conduct analyses. A simplified modelling method of the blast loading has been utilized, which is based on the consideration of the load effects as a time dependent pressure. Several cases with different mesh size or different finite element formulation are investigated. The results are compared with experimental data based on study of fellow researchers. Match between the numerical analyses and measurements is discussed and considered as satisfying.
Klíčová slova
Impact loading; Concrete structure; Numerical analysis; Finite element model; Basalt fibre reinforced plastic (BFRP); damage mechanism
Autoři
JINDRA, D.; HRADIL, P.
Vydáno
31. 7. 2022
Nakladatel
CZECH TECHNICAL UNIV PRAGUE, FAC CIVIL ENGINEERING
Místo
PRAGUE 6
ISSN
1805-2576
Periodikum
The Civil Engineering Journal
Ročník
31
Číslo
2
Stát
Česká republika
Strany od
360
Strany do
367
Strany počet
8
URL
https://ojs.cvut.cz/ojs/index.php/cej/article/view/7956
BibTex
@article{BUT180644, author="Daniel {Jindra} and Petr {Hradil}", title="NUMERICAL ANALYSIS OF BFRP REINFORCED CONCRETE SLAB EXPOSED TO IMPACT LOADS", journal="The Civil Engineering Journal", year="2022", volume="31", number="2", pages="360--367", doi="10.14311/CEJ.2022.02.0027", issn="1805-2576", url="https://ojs.cvut.cz/ojs/index.php/cej/article/view/7956" }