scholarly journals Shear tests evaluation and numerical modelling of shear behaviour of reinforced concrete beams

2009 ◽  
Vol 40 (1) ◽  
pp. 9
Author(s):  
András Draskóczy
2013 ◽  
Vol 577-578 ◽  
pp. 281-284 ◽  
Author(s):  
Oldrich Sucharda ◽  
Jiri Brozovsky ◽  
David Mikolášek

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.


2018 ◽  
Vol 169 ◽  
pp. 888-899 ◽  
Author(s):  
F. Ortiz Navas ◽  
Juan Navarro-Gregori ◽  
G. Leiva Herdocia ◽  
P. Serna ◽  
E. Cuenca

2020 ◽  
Vol 72 (7) ◽  
pp. 357-364 ◽  
Author(s):  
Qiong Xing ◽  
Jiehong Liao ◽  
Zhi Chen ◽  
Wei Huang

2014 ◽  
Vol 71 ◽  
pp. 48-59 ◽  
Author(s):  
John J. Orr ◽  
Timothy J. Ibell ◽  
Antony P. Darby ◽  
Mark Evernden

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