Experimental Ballistic Loading of Steel Fiber Reinforced Concrete Slabs and Unreinforced Concrete Slabs by Plastic Explosives

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F60162694%3AG43__%2F17%3A00534110" target="_blank" >RIV/60162694:G43__/17:00534110 - isvavai.cz</a>

Výsledek na webu

<a href="http://link.springer.com/chapter/10.1007/978-981-10-3247-9_13" target="_blank" >http://link.springer.com/chapter/10.1007/978-981-10-3247-9_13</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.1007/978-981-10-3247-9_13" target="_blank" >10.1007/978-981-10-3247-9_13</a>

Jazyk výsledku

angličtina

Název v původním jazyce

Experimental Ballistic Loading of Steel Fiber Reinforced Concrete Slabs and Unreinforced Concrete Slabs by Plastic Explosives

Popis výsledku v původním jazyce

The chapter presents the results of experimental tests carried out on steel fiber reinforced concrete slabs and on unreinforced concrete slabs. The aim of the experimental tests was to determine its suitability for anti-spalling layer by using effects of plastic explosive PlHx 30 explosion. Slabs of steel fiber reinforced concrete and of plain concrete were made according to the same recipe. For this experiment, high-strength concrete with strength class C70/85 was used. In the mixture of steel fiber reinforced concrete, it was added 30 kg of fibers per 1 m3, type Dramix RC-65/50-BN. The interior surface of shelters walls must be protected against the concrete spalling, which are caused by detonations on the outside surface. The results of the tests proved that steel fiber reinforced concrete is not a suitable material for the anti-spalling layer.

Název v anglickém jazyce

Experimental Ballistic Loading of Steel Fiber Reinforced Concrete Slabs and Unreinforced Concrete Slabs by Plastic Explosives

Popis výsledku anglicky

The chapter presents the results of experimental tests carried out on steel fiber reinforced concrete slabs and on unreinforced concrete slabs. The aim of the experimental tests was to determine its suitability for anti-spalling layer by using effects of plastic explosive PlHx 30 explosion. Slabs of steel fiber reinforced concrete and of plain concrete were made according to the same recipe. For this experiment, high-strength concrete with strength class C70/85 was used. In the mixture of steel fiber reinforced concrete, it was added 30 kg of fibers per 1 m3, type Dramix RC-65/50-BN. The interior surface of shelters walls must be protected against the concrete spalling, which are caused by detonations on the outside surface. The results of the tests proved that steel fiber reinforced concrete is not a suitable material for the anti-spalling layer.

Druh

D - Stať ve sborníku

CEP obor

—

OECD FORD obor

50901 - Other social sciences

Projekt

—

Návaznosti

I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace

Rok uplatnění

2017

Kód důvěrnosti údajů

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Název statě ve sborníku

Durability of Critical Infrastructure, Monitoring and Testing - Lecture Notes in Mechanical Engineering

ISBN

978-981-10-3246-2

ISSN

2195-4356

e-ISSN

—

Počet stran výsledku

10

Strana od-do

110-119

Název nakladatele

SPRINGER-VERLAG SINGAPORE PTE LTD, SINGAPORE

Místo vydání

SINGAPORE

Místo konání akce

Satov, CZECH REPUBLIC

Datum konání akce

6. 12. 2016

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

000419058500013