Numerical modelling of reinforced concrete beams with fracture-plastic material

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...

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Main Authors: O. Sucharda, J. Brozovsky
Format: Article
Language:English
Published: Gruppo Italiano Frattura 2014-10-01
Series:Fracture and Structural Integrity
Subjects:
Online Access:http://www.gruppofrattura.it/pdf/rivista/numero30/numero_30_art_45.pdf
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author O. Sucharda
J. Brozovsky
author_facet O. Sucharda
J. Brozovsky
author_sort O. Sucharda
collection DOAJ
description 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.
format Article
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institution Kabale University
issn 1971-8993
1971-8993
language English
publishDate 2014-10-01
publisher Gruppo Italiano Frattura
record_format Article
series Fracture and Structural Integrity
spelling doaj-art-5a91c469adb040ed898e3b1251ebb45a2025-02-03T00:44:09ZengGruppo Italiano FratturaFracture and Structural Integrity1971-89931971-89932014-10-0183037538210.3221/IGF-ESIS.30.45Numerical modelling of reinforced concrete beams with fracture-plastic materialO. Sucharda0J. Brozovsky1VSB-TU Ostrava, Faculty of Civil EngineeringVSB-TU Ostrava, Faculty of Civil EngineeringThis 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.http://www.gruppofrattura.it/pdf/rivista/numero30/numero_30_art_45.pdfConcreteBeamBearing Capacity
spellingShingle O. Sucharda
J. Brozovsky
Numerical modelling of reinforced concrete beams with fracture-plastic material
Fracture and Structural Integrity
Concrete
Beam
Bearing Capacity
title Numerical modelling of reinforced concrete beams with fracture-plastic material
title_full Numerical modelling of reinforced concrete beams with fracture-plastic material
title_fullStr Numerical modelling of reinforced concrete beams with fracture-plastic material
title_full_unstemmed Numerical modelling of reinforced concrete beams with fracture-plastic material
title_short Numerical modelling of reinforced concrete beams with fracture-plastic material
title_sort numerical modelling of reinforced concrete beams with fracture plastic material
topic Concrete
Beam
Bearing Capacity
url http://www.gruppofrattura.it/pdf/rivista/numero30/numero_30_art_45.pdf
work_keys_str_mv AT osucharda numericalmodellingofreinforcedconcretebeamswithfractureplasticmaterial
AT jbrozovsky numericalmodellingofreinforcedconcretebeamswithfractureplasticmaterial