Journal of Scientific Research
Volume 4, Numéro 7, Pages 3-8
2014-06-01
Authors : Alioua Nacereddine . Drizi Said . Meziane Roufida . Belhoucine Malika .
A model is formulated while being based on the theory of Navier _ Bernoulli for the cross-sections in the plans reinforced concrete and fibre reinforced concrete structures. This modelling is carried out using beams finite elements takes into account the nonlinearity had: with the materials concrete and steel, with the interaction steel concrete, the problem of cracking and also with the influence of fibres on the behaviour. A data-processing program «frame_2d» is elaborate in FORTRAN 90, which will allow the digital simulation. Lastly, several examples extracted the literature were tested by using the program «frame_2d ». The comparison of the results obtained with theoretical and experimental results, is very satisfactory.
nonlinear Modeling, finite element beam, reinforced concrete, fiber concrete, cracking
بوسالم أحلام
.
عابد يوسف
.
ص 117-132.
Yahia Zeghoudi
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pages 74-88.
Ghernouti Youcef
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Rabehi Bahia
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Benhamna Ali
.
Hadj Mostefa Adda
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pages 47-57.
Bouzeboudja Fatma
.
Ali Ahmed Chafika
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pages 137-146.
Riyad Y.
.
Kissi B.
.
Mrani I.
.
Parron M.a.
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Dolores R.c.m.
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pages 181-195.