NUMERICAL ANALYSIS OF BFRP REINFORCED CONCRETE SLAB EXPOSED TO IMPACT LOADS

Kód výsledku v IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F22%3APU147035" target="_blank" >RIV/00216305:26110/22:PU147035 - isvavai.cz</a>
Výsledek na webu
<a href="https://juniorstav.fce.vutbr.cz/wp-content/uploads/sites/22/files/Sbornik_Juniorstav_2022.pdf" target="_blank" >https://juniorstav.fce.vutbr.cz/wp-content/uploads/sites/22/files/Sbornik_Juniorstav_2022.pdf</a>
DOI - Digital Object Identifier
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Jazyk výsledku
angličtina
Název v původním jazyce
NUMERICAL ANALYSIS OF BFRP REINFORCED CONCRETE SLAB EXPOSED TO IMPACT LOADS
Popis výsledku v původním jazyce
This paper describes numerical analysis utilizing the FEM of a simply supported concrete slab exposed to close range explosion of TNT charge. Reinforcing bars are made of basalt fibre reinforced plastic (BFRP). 3D numerical model has been created, and a software with explicit solver has been used in order to conduct analyses. A simplified method of the blast loading modelling has been utilized. Several cases with different mesh size or finite element formulation are considered. The results are compared with experimental data.
Název v anglickém jazyce
NUMERICAL ANALYSIS OF BFRP REINFORCED CONCRETE SLAB EXPOSED TO IMPACT LOADS
Popis výsledku anglicky
This paper describes numerical analysis utilizing the FEM of a simply supported concrete slab exposed to close range explosion of TNT charge. Reinforcing bars are made of basalt fibre reinforced plastic (BFRP). 3D numerical model has been created, and a software with explicit solver has been used in order to conduct analyses. A simplified method of the blast loading modelling has been utilized. Several cases with different mesh size or finite element formulation are considered. The results are compared with experimental data.

Rok uplatnění
2022
Kód důvěrnosti údajů
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

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