Data Processing and Numerical Modelling in Research into Moment Redistribution in Reinforced Concrete Beams

2009 ◽  
Author(s):  
R.H. Scott
Keyword(s):  
Reinforced Concrete ◽  
Numerical Modelling ◽  
Data Processing ◽  
Concrete Beams ◽  
Reinforced Concrete Beams ◽  
Moment Redistribution

Moment redistribution in reinforced concrete beams

2010 ◽  
Vol 163 (3) ◽  
pp. 165-176 ◽  
Author(s):  
D. J. Oehlers ◽  
M. Haskett ◽  
M. S. Mohamed Ali ◽  
M. C. Griffith
Keyword(s):  
Reinforced Concrete ◽  
Concrete Beams ◽  
Reinforced Concrete Beams ◽  
Moment Redistribution

Numerical Modelling and Bearing Capacity of Reinforced Concrete Beams

2013 ◽  
Vol 577-578 ◽  
pp. 281-284 ◽  
Author(s):  
Oldrich Sucharda ◽  
Jiri Brozovsky ◽  
David Mikolášek
Keyword(s):  
Reinforced Concrete ◽  
Numerical Modelling ◽  
Bearing Capacity ◽  
Concrete Beams ◽  
Plastic Material ◽  
Stochastic Modelling ◽  
Latin Hypercube Sampling ◽  
Reinforced Concrete Beams ◽  
Material Models ◽  
Plastic Model

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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