Detail publikace

STUDIE ODEZVY NELINEÁRNÍCH MATERIÁLOVÝCH MODELŮ BETONU V ZÁVISLOSTI NA RYCHLOSTI DEFORMACE

KRÁL, P. HRADIL, P. KALA, J.

Originální název

STUDIE ODEZVY NELINEÁRNÍCH MATERIÁLOVÝCH MODELŮ BETONU V ZÁVISLOSTI NA RYCHLOSTI DEFORMACE

Anglický název

Study of the Response of Nonlinear Concrete Material Models Depending on the Strain Rate

Typ

článek ve sborníku ve WoS nebo Scopus

Jazyk

čeština

Originální abstrakt

The subject of this contribution is the testing of the response of nonlinear material models of concrete depending on the strain rate during compressive and tensile loading at higher loading velocities than that of quasi-static loading. The behavior of nonlinear models of concrete depending on the strain rate is analyzed within numerical simulations of tests of mechanico-physical properties of concrete under uniaxial compression and tension carried out on cylinders. Results gained from numerical simulations during loading at higher velocities are compared with results gained from numerical simulations of the quasi-static loading.

Anglický abstrakt

The subject of this contribution is the testing of the response of nonlinear material models of concrete depending on the strain rate during compressive and tensile loading at higher loading velocities than that of quasi-static loading. The behavior of nonlinear models of concrete depending on the strain rate is analyzed within numerical simulations of tests of mechanico-physical properties of concrete under uniaxial compression and tension carried out on cylinders. Results gained from numerical simulations during loading at higher velocities are compared with results gained from numerical simulations of the quasi-static loading.

Klíčová slova

Nonlinear material model of concrete, concrete cylinder, load-displacement diagram, strain rate effect, uniaxial compression and tension

Klíčová slova v angličtině

Nonlinear material model of concrete, concrete cylinder, load-displacement diagram, strain rate effect, uniaxial compression and tension

Autoři

KRÁL, P.; HRADIL, P.; KALA, J.

Rok RIV

2015

Vydáno

10. 6. 2015

Místo

Hustopeče, Česká republika

ISBN

978-80-905525-2-4

Kniha

23rd SVSFEM ANSYS Users' Group Meeting and Conference 2015

Strany od

87

Strany do

98

Strany počet

12

BibTex

@inproceedings{BUT121943,
  author="Petr {Král} and Petr {Hradil} and Jiří {Kala}",
  title="STUDIE ODEZVY NELINEÁRNÍCH MATERIÁLOVÝCH MODELŮ BETONU V ZÁVISLOSTI NA RYCHLOSTI DEFORMACE",
  booktitle="23rd SVSFEM ANSYS Users' Group Meeting and Conference 2015",
  year="2015",
  pages="87--98",
  address="Hustopeče, Česká republika",
  isbn="978-80-905525-2-4"
}