Steel and Concrete Elasto-Plastic Models at Bridges with Steel Beams Embedded in Concrete

[1]. ***, “UIC Code 773-4 R”, International Union of Railways, F-75015 Paris, 1997Search in Google Scholar

[2]. ***, EN 1992-1-1:2004, “Eurocode 2: Design of concrete structures - Part 1: General rules and rules for buildings”, 2004Search in Google Scholar

[3]. ***, EN 1994-2:2005, “Eurocode 4: Design of composite steel and concrete structures – Part 2: General rules and rules for bridges”, 2005Search in Google Scholar

[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 Rica10.1109/INES.2013.6632821Search in Google Scholar

[5]. ***, “Element Reference Manual”, LUSAS Finit Element Analysis, Version 15.0Search in Google Scholar

[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, 200310.1016/S0020-7683(03)00391-3Search in Google Scholar

[7]. Bazant Z. P., Oh B. H., “Crack band theory for fracture of concrete”, Materials and Structures (RILEM, Paris), Vol. 16, 198310.1007/BF02486267Search in Google Scholar

[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, 1995Search in Google Scholar

[9]. De Borst R., Nauta P., “Non-orthogonal cracks in a smeared finite element model”, Engineering and Computations, Vol. 2, 198510.1108/eb023599Search in Google Scholar

[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, 2016Search in Google Scholar