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Numerical Modelling and Bearing Capacity of Reinforced Concrete Beams

Sucharda, Oldrich / Brozovsky, Jiri / Mikolášek, 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 / Mikolášek, 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 / Mikolášek, 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 / Brozovsky, Jiri / Mikolášek, David

Published in:

Key Engineering Materials ; 577-578 ; 281-284

Publication date:

2013-09-23

Size:

4 pages

ISSN:

1662-9795 , 1013-9826

DOI:

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

Type of media:

Article (Journal)

Type of material:

Electronic Resource

Language:

English

Keywords:

Concrete , Bearing Capacity , Beam , Finite Analysis , Reinforced , Non-Linear Analysis , Fracture-Plastic

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