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
.
pages 74-88.
Nguyen Thanh-hung
.
Nghiem Manh-hien
.
Nguyen Duy-duan
.
pages 501-517.
Ghernouti Youcef
.
Rabehi Bahia
.
Benhamna Ali
.
Hadj Mostefa Adda
.
pages 47-57.
Abdelkader Iddir
.
Bouafia Youcef
.
Kachi Mohand Said
.
Dumontet Hélène
.
Barboura Salma
.
pages 75-90.