Detail publikace

Discrete model for Concrete fracture: numerical Study of Dynamic Response

KVĚTOŇ, J. ELIÁŠ, J.

Originální název

Discrete model for Concrete fracture: numerical Study of Dynamic Response

Typ

článek v časopise - ostatní, Jost

Jazyk

angličtina

Originální abstrakt

The contribution presents simulations on concrete specimens. The discrete meso-scale particle model with random geometry based on Voronoi tessellation is used, time discretization is based on implicit Newmark method. Model is tested on geometry of a cantilever beam loaded by a force at the free end to verify the ability of the model to simulate the dynamic behavior of a simple linear elastic material. Results computed with different time discretization and model settings are compared. The behavior of the model in nonlinear regime is investigated on concrete specimens loaded at different displacement rates. The constitutive law used within this contribution is insensitive to strain rate.

Klíčová slova

Discrete model, dynamic response, Newmark method, inertia, strain rate influence

Autoři

KVĚTOŇ, J.; ELIÁŠ, J.

Vydáno

15. 12. 2016

ISSN

1804-4824

Periodikum

Transactions of the VŠB – Technical University of Ostrava, Civil Engineering Series

Ročník

16

Číslo

2

Stát

Česká republika

Strany od

101

Strany do

108

Strany počet

8

URL

http://www.degruyter.com/view/j/tvsb.2016.16.issue-2/tvsb-2016-0020/tvsb-2016-0020.xml?format=INT

BibTex

@article{BUT131408,
  author="Josef {Květoň} and Jan {Eliáš}",
  title="Discrete model for Concrete fracture: numerical Study of Dynamic Response",
  journal="Transactions of the VŠB – Technical University of Ostrava, Civil Engineering Series",
  year="2016",
  volume="16",
  number="2",
  pages="101--108",
  doi="10.1515/tvsb-2016-0020",
  issn="1804-4824",
  url="http://www.degruyter.com/view/j/tvsb.2016.16.issue-2/tvsb-2016-0020/tvsb-2016-0020.xml?format=INT"
}