Fracture and Structural Integrity e-ISSN 1971-8993 Open access
Miscellanea Vol. 8, No. 30 (2014)

Numerical modelling of reinforced concrete beams with fracture-plastic material

Author and affiliation details
DOI
10.3221/IGF-ESIS.30.45
Pages
pages 375-382
Published
Published inVol. 8, No. 30 (2014)Go to the issue

Abstract

This paper describes the use of models of fracture-plastic materials for reinforced concrete in
numerical modelling of beams made from reinforced concrete. The purpose of the paper is to use of a model of
concrete for modelling of a behaviour of reinforced concrete beams which have been tested at the University of
Toronto within re-examination of classic concrete beam tests. The original tests were performed by Bresler-
Scordelis. A stochastic modelling based on LHS (Latin Hypercube Sampling) has been performed for the
reinforced concrete beam. An objective of the modelling is to evaluate the total bearing capacity of the
reinforced concrete beams depending on distribution of input data. The beams from the studied set have
longitudinal reinforcement only. The beams do not have any shear reinforcement. The software used for the
fracture-plastic model of the reinforced concrete is the ATENA.

Keywords

Article history

  1. ReceivedUntil the next stage: 0 days
  2. AcceptedUntil the next stage: 0 days
  3. Published

About the authors

O. Sucharda

,

How to cite

APA

Sucharda, O., & Brozovsky, J. (2014). Numerical modelling of reinforced concrete beams with fracture-plastic material. Fracture and Structural Integrity, 8(30), pages 375–382. https://doi.org/10.3221/IGF-ESIS.30.45

IEEE

O. Sucharda and J. Brozovsky, “Numerical modelling of reinforced concrete beams with fracture-plastic material,” Fracture and Structural Integrity, vol. 8, no. 30, pp. pages 375–382, 2014, doi: 10.3221/IGF-ESIS.30.45.

MLA

Sucharda, O., and J. Brozovsky. “Numerical modelling of reinforced concrete beams with fracture-plastic material.” Fracture and Structural Integrity, vol. 8, no. 30, 2014, pp. pages 375–382. https://doi.org/10.3221/IGF-ESIS.30.45.

Chicago

Sucharda, O., and J. Brozovsky. 2014. “Numerical modelling of reinforced concrete beams with fracture-plastic material.” Fracture and Structural Integrity 8 (30): pages 375–382. https://doi.org/10.3221/IGF-ESIS.30.45.

Harvard

Sucharda, O. and Brozovsky, J. (2014) ‘Numerical modelling of reinforced concrete beams with fracture-plastic material’, Fracture and Structural Integrity, 8(30), pp. pages 375–382. doi: 10.3221/IGF-ESIS.30.45.

Vancouver

Sucharda O, Brozovsky J. Numerical modelling of reinforced concrete beams with fracture-plastic material. Fracture and Structural Integrity. 2014;8(30):pages 375-382. doi:10.3221/IGF-ESIS.30.45

BibTeX

@article{sucharda2014, author = {Sucharda, O. and Brozovsky, J.}, title = {Numerical modelling of reinforced concrete beams with fracture-plastic material}, journal = {Fracture and Structural Integrity}, year = {2014}, volume = {8}, number = {30}, pages = {pages 375--382}, doi = {10.3221/IGF-ESIS.30.45}, url = {https://doi.org/10.3221/IGF-ESIS.30.45}, issn = {1971-8993} }

RIS

TY - JOUR AU - Sucharda, O. AU - Brozovsky, J. TI - Numerical modelling of reinforced concrete beams with fracture-plastic material JO - Fracture and Structural Integrity T2 - Fracture and Structural Integrity PY - 2014 DA - 2014/09/08 VL - 8 IS - 30 SP - pages 375 EP - 382 DO - 10.3221/IGF-ESIS.30.45 UR - https://doi.org/10.3221/IGF-ESIS.30.45 SN - 1971-8993 ER -

Licence

Copyright © 2014 Fracture and Structural Integrity.

Copyright 
Authors are allowed to retain both the copyright and the publishing rights of their articles without restrictions.  

Open Access Statement

Fracture and Structural Integrity (F&SI) is an open-access journal which means that all content is freely available without charge to the user or his/her institution. Users are allowed to read, download, copy, distribute, print, search, or link to the full texts of the articles in this journal without asking prior permission from the publisher or the author. This is in accordance with the DOAI definition of open access.

F&SI operates under the Creative Commons Licence Attribution 4.0 International (CC-BY 4.0). This allows to copy and redistribute the material in any medium or format, to remix, transform and build upon the material for any purpose, even commercially, but giving appropriate credit, providing a link to the license, and indicating if changes were made.

Similar articles

Most read articles by the same author(s)