Publication detail

Discrete model for Concrete fracture: numerical Study of Dynamic Response

KVĚTOŇ, J. ELIÁŠ, J.

Original Title

Discrete model for Concrete fracture: numerical Study of Dynamic Response

Type

journal article - other

Language

English

Original Abstract

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.

Keywords

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

Authors

KVĚTOŇ, J.; ELIÁŠ, J.

Released

15. 12. 2016

ISBN

1804-4824

Periodical

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

Year of study

16

Number

2

State

Czech Republic

Pages from

101

Pages to

108

Pages count

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"
}