Structural Damage Diagnostics on Cement Composites after Blast Load

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F60162694%3AG43__%2F17%3A00534359" target="_blank" >RIV/60162694:G43__/17:00534359 - isvavai.cz</a>

Výsledek na webu

<a href="http://dx.doi.org/10.1109/MILTECHS.2017.7988758" target="_blank" >http://dx.doi.org/10.1109/MILTECHS.2017.7988758</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.1109/MILTECHS.2017.7988758" target="_blank" >10.1109/MILTECHS.2017.7988758</a>

Jazyk výsledku

angličtina

Název v původním jazyce

Structural Damage Diagnostics on Cement Composites after Blast Load

Popis výsledku v původním jazyce

The article deals with the comparison of different detection methods suitable for reinforced concrete structures. The main request for the detection method is the reliability of finding cracks formed in the concrete, which is expected to breach before the reinforcement material such steel, plastic, or glass. This breach occurs due to significantly lower concrete tensile strength in comparison with the concrete compressive strength. This negative feature is eliminated by using tensile reinforcement to capture those tensile forces. The cracks do not always mean the reduction of bearing capacity of the structure as a whole; however, they indicate an exceeding of allowable stress for which the structure was designed. Great risk in terms of protection of persons inside the protective structure represents a degree of distortion of the structure in which there is a loss of an under-pressure function or a formation of secondary fragments.

Název v anglickém jazyce

Structural Damage Diagnostics on Cement Composites after Blast Load

Popis výsledku anglicky

The article deals with the comparison of different detection methods suitable for reinforced concrete structures. The main request for the detection method is the reliability of finding cracks formed in the concrete, which is expected to breach before the reinforcement material such steel, plastic, or glass. This breach occurs due to significantly lower concrete tensile strength in comparison with the concrete compressive strength. This negative feature is eliminated by using tensile reinforcement to capture those tensile forces. The cracks do not always mean the reduction of bearing capacity of the structure as a whole; however, they indicate an exceeding of allowable stress for which the structure was designed. Great risk in terms of protection of persons inside the protective structure represents a degree of distortion of the structure in which there is a loss of an under-pressure function or a formation of secondary fragments.

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

Proceedings of the 2017 International Conference on Military Technologies (ICMT)

ISBN

978-1-5386-1988-9

ISSN

—

e-ISSN

—

Počet stran výsledku

6

Strana od-do

211-216

Název nakladatele

Institute of Electrical and Electronics Engineers Inc.

Místo vydání

Piscataway, NJ 08854-4141 USA

Místo konání akce

Brno

Datum konání akce

31. 5. 2017

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

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