References
- [1]. ***, “UIC Code 773-4 R”, International Union of Railways, F-75015 Paris, 1997
- [2]. ***, EN 1992-1-1:2004, “Eurocode 2: Design of concrete structures - Part 1: General rules and rules for buildings”, 2004
- [3]. ***, EN 1994-2:2005, “Eurocode 4: Design of composite steel and concrete structures – Part 2: General rules and rules for bridges”, 2005
- [4]. Kvočák V., Tomko M., Kožlejová V., “Modelling of Encased Steel Beams in Abaqus Program” - INES 2013 - IEEE 17th International Conference on Intelligent Engineering Systems - June 19-21, 2013, Costa Rica
- [5]. ***, “Element Reference Manual”, LUSAS Finit Element Analysis, Version 15.0
- [6]. Jefferson A.D., “Craft, a plastic-damage-contact model for concrete. Part II – Model implementation with implicit return-mapping algorithm and consistent tangent matrix”, International Journal of Solids and Structures, Vol. 40, No. 22, 2003
- [7]. Bazant Z. P., Oh B. H., “Crack band theory for fracture of concrete”, Materials and Structures (RILEM, Paris), Vol. 16, 1983
- [8]. Carol I., Bazant Z. P., “New developments in micro-plane and multicrack models for concrete”, In Proceedings of FRAMCOS2, ed. Wittmann, F. H. Aedificatio, Germany, 1995
- [9]. De Borst R., Nauta P., “Non-orthogonal cracks in a smeared finite element model”, Engineering and Computations, Vol. 2, 1985
- [10]. Stănescu R.M., “Study of influence of the track curvature and supports obliquity at railway bridge structures with steel beams embedded in concrete”, PhD. Thesis, T.U.C.E. Bucharest, Romania, 2016