Detail publikačního výsledku

The effect of Strain Rate on the Response of Nonlinear Material Models of Concrete

KRÁL, P.; HRADIL, P.; KALA, J.

Originální název

The effect of Strain Rate on the Response of Nonlinear Material Models of Concrete

Anglický název

The effect of Strain Rate on the Response of Nonlinear Material Models of Concrete

Druh

Abstrakt

Originální abstrakt

The subject of this contribution is the testing of the effect of strain rate on the response of nonlinear material models during compression and tensile loading at higher speeds than that of quasi-static loading. The results gained from numerical simulations during loading at higher speeds are compared with results gained from numerical simulations of quasi-static loading.

Anglický abstrakt

The subject of this contribution is the testing of the effect of strain rate on the response of nonlinear material models during compression and tensile loading at higher speeds than that of quasi-static loading. The results gained from numerical simulations during loading at higher speeds are compared with results gained from numerical simulations of quasi-static loading.

Klíčová slova

Nonlinear material model of concrete, load-displacement diagram, dynamic loading, numerical simulation, strain rate effect, LS-DYNA.

Klíčová slova v angličtině

Nonlinear material model of concrete, load-displacement diagram, dynamic loading, numerical simulation, strain rate effect, LS-DYNA.

Autoři

KRÁL, P.; HRADIL, P.; KALA, J.

Rok RIV

2016

Vydáno

22.05.2015

Místo

Osaka, Japonsko

Kniha

Proc. Of International conference on Applied System Innovation

Strany od

211

Strany do

211

Strany počet

1

BibTex

@misc{BUT121942,
  author="Petr {Král} and Petr {Hradil} and Jiří {Kala}",
  title="The effect of Strain Rate on the Response of Nonlinear Material Models of Concrete",
  booktitle="Proc. Of International conference on Applied System Innovation",
  year="2015",
  pages="211--211",
  address="Osaka, Japonsko",
  note="Abstract"
}