Publication detail

Validation of the Response of Concrete Nonlinear Material Models Subjected to Dynamic Loading

KRÁL, P. KALA, J. HRADIL, P.

Original Title

Validation of the Response of Concrete Nonlinear Material Models Subjected to Dynamic Loading

Type

conference paper

Language

English

Original Abstract

This paper concerns tests carried out to investigate the response of nonlinear material models of concrete subjected to dynamic loading in numerical simulations performed using the finite element approach. The numerical simulations tested the behavior of nonlinear concrete models within the context of investigating the mechanico-physical properties of concrete under uniaxial and triaxial compression, using cylinders. The results gained from the numerical simulations take the form of load-displacement and load-time diagrams created for a concrete cylinder whose behavior under compression was calculated by five individual nonlinear models of concrete. The results gained from the numerical simulations are compared with experimental results.

Keywords

Nonlinear material model of concrete, concrete cylinder, load-displacement diagram, load-time diagram, dynamic loading, numerical simulation, experiment, LS-DYNA.

Authors

KRÁL, P.; KALA, J.; HRADIL, P.

RIV year

2015

Released

7. 11. 2015

Location

Řím, Itálie

ISBN

978-1-61804-346-7

Book

Proceedings of the 9th International Conference on Continuum Mechanics (CM '15)

ISBN

2227-4359

Periodical

Energy, Environmental and Structural Engineering

State

Hellenic Republic

Pages from

182

Pages to

185

Pages count

4

BibTex

@inproceedings{BUT121941,
  author="Petr {Král} and Jiří {Kala} and Petr {Hradil}",
  title="Validation of the Response of Concrete Nonlinear Material Models Subjected to Dynamic Loading",
  booktitle="Proceedings of the 9th International Conference on Continuum Mechanics (CM '15)",
  year="2015",
  journal="Energy, Environmental and Structural Engineering",
  pages="182--185",
  address="Řím, Itálie",
  isbn="978-1-61804-346-7",
  issn="2227-4359"
}