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Numerical Modelling and Bearing Capacity of Reinforced Concrete Beams

Sucharda, Oldrich / Brozovsky, Jiri / Mikolasek, David

This paper discusses the fracture-plastic material models for reinforced concrete and use of this model for modelling of reinforced concrete beams. Load-displacement relations and bearing capacity of reinforced concrete beams will be evaluated. A series of original (own) experiments - the beam and data from completed experiments - have been chosen for the numerical modelling. In case of the original experiments - reinforced concrete beams, stochastic modelling based on LHS (Latin Hypercube Sampling) will be carried out in order to estimate the total bearing capacity. The software used for the fracture-plastic model for reinforced concrete is ATENA.

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Numerical Modelling and Bearing Capacity of Reinforced Concrete Beams

Sucharda, Oldrich / Brozovsky, Jiri / Mikolasek, David

This paper discusses the fracture-plastic material models for reinforced concrete and use of this model for modelling of reinforced concrete beams. Load-displacement relations and bearing capacity of reinforced concrete beams will be evaluated. A series of original (own) experiments - the beam and data from completed experiments - have been chosen for the numerical modelling. In case of the original experiments - reinforced concrete beams, stochastic modelling based on LHS (Latin Hypercube Sampling) will be carried out in order to estimate the total bearing capacity. The software used for the fracture-plastic model for reinforced concrete is ATENA.

Numerical Modelling and Bearing Capacity of Reinforced Concrete Beams

Sucharda, Oldrich / Brozovsky, Jiri / Mikolasek, David

This paper discusses the fracture-plastic material models for reinforced concrete and use of this model for modelling of reinforced concrete beams. Load-displacement relations and bearing capacity of reinforced concrete beams will be evaluated. A series of original (own) experiments - the beam and data from completed experiments - have been chosen for the numerical modelling. In case of the original experiments - reinforced concrete beams, stochastic modelling based on LHS (Latin Hypercube Sampling) will be carried out in order to estimate the total bearing capacity. The software used for the fracture-plastic model for reinforced concrete is ATENA.

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Title:

Numerical Modelling and Bearing Capacity of Reinforced Concrete Beams

Contributors:

Sucharda, Oldrich (author) / Brozovsky, Jiri (author) / Mikolasek, David (author)

Published in:

Advances in Fracture and Damage Mechanics XII, FDM, International Conference on Fracture and Damage Mechanics, 12 ; 281-284

Key Engineering Materials ; 577-578

Publication date:

2013

Size:

4 Seiten

ISSN:

DOI:

https://doi.org/10.4028/www.scientific.net/KEM.577-578.281

Type of media:

Conference paper

Type of material:

Print

Language:

English

Keywords:

Beton , Tragfähigkeit , bewehrter Beton , Kunststoff , numerische Modellierung , Hyperkubus , stochastisches Modell

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