[
Bouafia, Y., (1987). Simulation numérique du comportement moyen d’une zone de poutre en béton armé, précontraint et béton armé de fibres d’acier. Mémoire de DEA. Université Paris 6.
]Search in Google Scholar
[
Fouré, B., (1985). Béton à haute résistance. Rapport sur les essais de poutres et de poteaux OG. Rapport interne C.E.B.T.P.
]Search in Google Scholar
[
Nait Rabah, O., (1990). Simulation du comportement non linéaire des ossatures spatiales. Application aux structures en béton armé, béton précontraint et mixte. Thèse de docteur, E.C.P.
]Search in Google Scholar
[
Espion, B., (1986). Contribution à l’analyse non linéaire des ossatures planes. Thèse de Docteur. Université libre de BRUXELLES.
]Search in Google Scholar
[
Kachi, M. S., (1997). Calcul non linéaire, jusqu’à rupture d’une section en béton armé de fibres métalliques. Thèse de magister. UMMTO.
]Search in Google Scholar
[
Ren, W. Sneed, L. H. Gai, Y. Kang, X., (2015). Test results and nonlinear analysis of RC T-beams strengthened by bonded steel plates. International Journal of Concrete Structures and Materials 9(2): 133–143.
]Search in Google Scholar
[
Islam, M. S. Shahria, A., (2013). Principal component and multiple regression analysis for steel fiber reinforced concrete (SFRC) beams. International Journal of Concrete Structures and Materials 7(4): 303–317.
]Search in Google Scholar
[
Bouafia, Y. Kachi, M. S. Fouré, B., (2000). Numerical modeling of the behavoir of steel fiber reinforced concrete. II. international Symposium on Cement and Concrete Technology. Turkish Cement Manufacturers Association – European Cement Association. Istanbul – Turkiye. Sep. 6-10. Vol.2 : pp.582-591.
]Search in Google Scholar
[
Bouafia, Y. Kachi, M. S. Fouré, B., (1998). Relation effort-ouverture dans le cas du béton armé de fibre d’acier. Annales du BTP, n°2.
]Search in Google Scholar
[
Sargin, M., (1968). Stress-strain Relationship for concrete and the analsis of structural concrete sections. PHD thesis presented to the University of Waterloo, Waterloo, Ontario, Canada; 334p.
]Search in Google Scholar
[
Virlogeux, M. M’rad, A., (1996). Etude d’une section de poutre en élasticité non linéaire. Application au béton armé, précontraint ou section mixte. Annales de L’I.T.B.T.P. N0444.
]Search in Google Scholar
[
Virlogeux, M., (1986). Calcul des structures en élasticité non linéaire [1]. Annales des ponts et chaussées 3 trim.
]Search in Google Scholar
[
Grelat, A . Nait Rabah, O., (1988). Simulation Numérique du comportement des structures en béton armé ou précontraint hors du domaine linéaire. Rapport du SES – CEBTP.
]Search in Google Scholar
[
Bratina, S. C. Saje, M. Planine I., (2005). Numerical modeling of behaviour of reinforcing concrete columns in fire and comaraison with eurocode 2.University of Ljubljana. Faculty of civil and geodetic engineering, Jamava 2, SI-1115 Ljubljana, Slovenia. International journal of solids and structures 42: 5715-5733.
]Search in Google Scholar
[
Bouafia, Y. Kachi, M. S. Foure´, B., (2002). Relation stressstrain in the case of steel fiber reinforced concrete In ESKA (Eds. Annales of ITB), No 3.
]Search in Google Scholar
[
Daunys, M. Rimovkis, S., (2006). Analysis of circular cross-section element, loaded by static and cyclic elastic-plastic pure bending. International journal of Fatigue 28: 211-222.
]Search in Google Scholar
[
Florent, R., (1999). Contribution à l’analyse non linéaire géométrique et matérielle des ossatures spatiales en génie civil. Thèse de doctorat devant l’institue national des sciences appliqué de Lyon.
]Search in Google Scholar
[
Bonet, J. L. Baros, M. H. F. M. Romero, M. L., (2006). Comparative study of analytical and numerical algorithms for designing reinforced concrete sections under biaxial bending. Computers & Structures 84: 2184–2193.
]Search in Google Scholar
[
Choa, C.G. Kwonb, M., (2008). Prediction of non linear bending behavior for FRP Concrete beams based on multiaxial constitutive laws. Engineering Structures 30: 2311–2320.
]Search in Google Scholar
[
Liang, Q. Q. Fragomeni, S., (2014). Non linear analysis of circular concrete-filled steel tubular short columns under axial loading. Journal of Constructional Steel Research 65: 2186–2196.
]Search in Google Scholar
[
Ronagh, H. R. Baji? H, (2014). On the FE modeling of FR Pretrofitted beam-column subassemblies. International Journal of Concrete Structures and Materials 8(2): 141–155.
]Search in Google Scholar
[
Adjrad, A. Bouafia, Y. Kachi, M. S. Ghazi, F., (2016). Prediction of the Rupture of Circular Sections of Reinforced Concrete and Fiber Reinforced Concrete. International Journal of Concrete Structures and Materials, Int J Concr Struct Mater 10:373-381.
]Search in Google Scholar
[
Kachi M. S.m Bouafia, Y. Saad, M. Dumontet, H. Bouhrat, S., (2014). Contribution to the calculation of reinforced concrete circular sections by discrete reinforcement. International Journal of Engineering and Technology 6(1): 38–42.
]Search in Google Scholar
[
Adjrad, A. Bouafia, Y. Kachi, M. S. Dumontet, H., (2015). Modeling of externally prestressed beams until fracture in non linear elasticity. Applied Mechanics and Materials 749: 379–385.
]Search in Google Scholar
