Numerical Procedure for the Three-Dimensional Nonlinear Modelling of Composite Steel–Concrete Beams

Author:

Benyahi KarimORCID,Bouafia Youcef,Oudjene Marc,Barboura Salma,Kachi Mohand Said

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference38 articles.

1. Aribert, J. M., & Labib, A. G. (1982). Model elasto-plastic calculation of composite beams with partial connection. Metallic Construction, 19(4), 3–51.

2. Atkinson, K. (1989). An introduction to numerical analysis (2nd ed.). . Wiley.

3. Ayoub, A., & Filippou, F. C. (2000). Mixed formulation of nonlinear steel-concrete composite beam element. Journal of Structural Engineering, 126(3), 371–381.

4. Adjrad, A., Kachi, M. S., Bouafia, Y., & Iguetoulène, F. (2011). Nonlinear modeling structures on 3D. In Proceedings of 4th Annu.icsaam 2011. Structural Analysis of Advanced Materials, Romania, 1–9.

5. Adjrad, A., Bouafia, Y., Kachi, M. S., & Dumontet, H. (2014). Non-linear modelling of three dimensional structures taking into account shear deformation. International Journal of Engineering and Technology, 6(4), 290–298.

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