Numerical Simulations of Multilayer Cement Composites Subjected to Impact Loading

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F16%3A00301810" target="_blank" >RIV/68407700:21110/16:00301810 - isvavai.cz</a>

Výsledek na webu

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DOI - Digital Object Identifier

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Jazyk výsledku

angličtina

Název v původním jazyce

Numerical Simulations of Multilayer Cement Composites Subjected to Impact Loading

Popis výsledku v původním jazyce

In this paper, the issue of multilayer concrete members subjected to impact loading is studied. Impact resistance of concrete structures is dependent on parameters of the striker (such as velocity, mass and deformability) and mechanical properties of the concrete target (compressive and tensile strength, elastic modulus, etc.). The use of multilayer concrete is appropriate in case of impact loading in order to absorb high amount of kinetic energy of the striker. Numerical models in LS-DYNA software were prepared to simulate the response of sandwich concrete slabs. The influence of material properties of the core layer is described.

Název v anglickém jazyce

Numerical Simulations of Multilayer Cement Composites Subjected to Impact Loading

Popis výsledku anglicky

In this paper, the issue of multilayer concrete members subjected to impact loading is studied. Impact resistance of concrete structures is dependent on parameters of the striker (such as velocity, mass and deformability) and mechanical properties of the concrete target (compressive and tensile strength, elastic modulus, etc.). The use of multilayer concrete is appropriate in case of impact loading in order to absorb high amount of kinetic energy of the striker. Numerical models in LS-DYNA software were prepared to simulate the response of sandwich concrete slabs. The influence of material properties of the core layer is described.

Druh

O - Ostatní výsledky

CEP obor

JN - Stavebnictví

OECD FORD obor

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Projekt

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Návaznosti

S - Specificky vyzkum na vysokych skolach

Rok uplatnění

2016

Kód důvěrnosti údajů

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