Numerical Modelling and Bearing Capacity of Reinforced Concrete Beams
2013 ◽
Vol 577-578
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pp. 281-284
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Keyword(s):
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.
2014 ◽
Vol 8
(30)
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pp. 375-382
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Keyword(s):
2011 ◽
Vol 243-249
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pp. 929-933
2004 ◽
Vol 26
(5)
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pp. 659-667
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Keyword(s):
2010 ◽
Vol 29-32
◽
pp. 1350-1356
2020 ◽
Vol 960
◽
pp. 022047
2019 ◽
Vol 14
◽
pp. 155892501984590
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