Penetration resistance of building materials against 7.62 mm armour piercing projectile
Identifikátory výsledku
Kód výsledku v IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F21%3A00347891" target="_blank" >RIV/68407700:21110/21:00347891 - isvavai.cz</a>
Výsledek na webu
<a href="https://doi.org/10.1061/(ASCE)MT.1943-5533.0003858" target="_blank" >https://doi.org/10.1061/(ASCE)MT.1943-5533.0003858</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.1061/(ASCE)MT.1943-5533.0003858" target="_blank" >10.1061/(ASCE)MT.1943-5533.0003858</a>
Alternativní jazyky
Jazyk výsledku
angličtina
Název v původním jazyce
Penetration resistance of building materials against 7.62 mm armour piercing projectile
Popis výsledku v původním jazyce
This paper aims to determine the resistance of a wide range of building materials against projectile penetration using the depth-of-penetration (DOP) test and several well-established ballistic factors. Within the DOP test, the residual penetration into a backing aluminum alloy cylinder after passing through a sample with a defined thickness and bulk density was measured. The materials investigated here were plasters, mortars, autoclaved aerated concretes (AAC), normal-strength concretes (NSC), ultrahigh-performance concrete (UHPC), full fired-clay brick (FCB), granite, basalt, laminated glass, and ice. The findings show that the ballistic efficiency factors depend substantially on the material used, allowing one to identify materials with different levels of penetration resistance. Inferences drawn from this study can be used by engineers, architects, and contractors to assess the perforation resistance of various building materials to optimize their use against high-speed projectile impact. In addition, it is demonstrated that the uniaxial compressive strength of the building material might be misleading as the identifier of a material resistance against projectile impact because a significant difference in penetration resistance between materials with comparable compressive strength was found.
Název v anglickém jazyce
Penetration resistance of building materials against 7.62 mm armour piercing projectile
Popis výsledku anglicky
This paper aims to determine the resistance of a wide range of building materials against projectile penetration using the depth-of-penetration (DOP) test and several well-established ballistic factors. Within the DOP test, the residual penetration into a backing aluminum alloy cylinder after passing through a sample with a defined thickness and bulk density was measured. The materials investigated here were plasters, mortars, autoclaved aerated concretes (AAC), normal-strength concretes (NSC), ultrahigh-performance concrete (UHPC), full fired-clay brick (FCB), granite, basalt, laminated glass, and ice. The findings show that the ballistic efficiency factors depend substantially on the material used, allowing one to identify materials with different levels of penetration resistance. Inferences drawn from this study can be used by engineers, architects, and contractors to assess the perforation resistance of various building materials to optimize their use against high-speed projectile impact. In addition, it is demonstrated that the uniaxial compressive strength of the building material might be misleading as the identifier of a material resistance against projectile impact because a significant difference in penetration resistance between materials with comparable compressive strength was found.
Klasifikace
Druh
J<sub>imp</sub> - Článek v periodiku v databázi Web of Science
CEP obor
—
OECD FORD obor
20101 - Civil engineering
Návaznosti výsledku
Projekt
<a href="/cs/project/VI20172020061" target="_blank" >VI20172020061: Výzkum, vývoj, testování a hodnocení prvků kritické infrastruktury</a><br>
Návaznosti
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)
Ostatní
Rok uplatnění
2021
Kód důvěrnosti údajů
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Údaje specifické pro druh výsledku
Název periodika
Journal of Materials in Civil Engineering (ASCE)
ISSN
0899-1561
e-ISSN
1943-5533
Svazek periodika
33
Číslo periodika v rámci svazku
9
Stát vydavatele periodika
US - Spojené státy americké
Počet stran výsledku
11
Strana od-do
1-11
Kód UT WoS článku
000683882100033
EID výsledku v databázi Scopus
2-s2.0-85108953610