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References [1] State-of-the-Art report of RILEM Technical Committee TC 201-TRC ‘Textile Reinforced Concrete’. In: RILEM report 36. (ed.: Brameshuber W.), Bagneux, France, 2006. [2] Williams Portal N.: Usability of Textile Reinforced Concrete: Structural Performance, Durability and Sustainability . PhD thesis, Chalmers University of Technology, Göteborg, Sweden, 2015. http://publications.lib.chalmers.se/records/fulltext/220895/220895.pdf [3] Contamine R., Si Larbi A., Hamelin P.: Identifying the contributing mechanisms of textile reinforced concrete (TRC) in

. Urbański A. FE analysis of a reinforced concrete beam cross-section under shear, torsion, bending and axial force. AMCM 7TH International Conference “Analytical Models and New Concepts in Concrete and Masonry Structures”,349-350, June 13-15, Krakow, Poland, 2011. 5. Urbański A. The unified finite element formulation of homogenization of structural members with periodic microstructure. Monograph 320. Krakow University of Technology Publisher, Krakow, Poland, 2005. 6. Oliver J., Linero D. L., Huespe A. E., Manzoli O. L. Two - dimensional modeling of material failure in

References 1. Dehwah, H.A.F.; Basunbul, I.A.; Maslehuddin, M.; Al-Sulaimani, G.J.; and Baluch, M.H., „Durability Performance of Repaired Reinforced Concrete Beams,” ACI Mater. J., Vol. 91, No. 2, 1994, pp. 167-172. 2. Hussain, M.; Sharif, A.; Basunbul, I. A.; Baluch, M. H.; and Al-Sulaimani, G.J., „Flexural Behavior of Pre-cracked Concrete Beams Strengthened Externally by Steel Plates,” ACI Structural Journal, Vol. 92, No. 1, 1995, pp. 14-22. 3. Hamoud, A.; Islem, A.; Maslehuddin, M.; Jamil Ghazi; and Baluch, M., „Durability Performance of Repaired Concrete Beams

References [1] Guide to Durable Concrete , ACI Committee 201.2R-08. American Concrete Institute. 2008 [2] Šušterič, J., Zajc, A., Lekovar, I. Surface characteristics of fiber reinforced concrete. Industrieböden , 2003, Band 1, p. 255-261. [3] Milašinović, D.D. Rheological-dynamical analogy: prediction of buckling curves of columns. International Journal of Solid Structures , vol. 29, 2000, no 29, p. 3965–4004. [4] Grujić, B. Modeling of physical and mechanical properties of fiber reinforced concrete for application in constructions . PhD Thesis. Faculty of

Performance Concrete Flooring Systems, Proceedings of 9th Int. Conf. on Mechanics and Technology of Composite Mate- rials, Sofia, September 2000, 110-120. [5] C 1018 - 97 Standard Test Method for Flexural Toughness and First-Crack Strength of Fibre-Reinforced Concrete (Using Beam with Third-Point Loading).

of Cylindrical Shell Structures”, London, UK, l947. 7. Ngo, D. and Scordelis, A.C., „Finite Element Analysis of Reinforced Concrete Seams”, ACI Journal, No. 64, March, 1967. 8. Nilson, A.H., „Nonlinear Analysis of Reinforced Concrete by the Finite element Method”, ACI Journal, Vol. 65, No. 9, September 1968. 9. Valliappan, S., and Doolan, T.F., „Nonlinear Stress Analysis of Reinforced Concrete”, Journal of Structure Division, ASCE, Vol. 98, No. ST4, April 1972. 10. Jofriet, J.C. and McNiece, G.M., „Finite Element Analysis of Reinforced Concrete Slabs”, Journal of

REFERENCES [1] K uczyński W., Concrete Structures: Continuum theory of reinforced concrete flexural , [in Polish: Konstrukcje betonowe: kontynualna teoria zginania żelbetu ], PWN, Warszawa, 1971. [2] R yżyński A., W ołowicki W., The proposal for calculating deflection of reinforced concrete beam with regard to its deformed smoothness , [in Polish: Propozycja obliczania ugięć belki żelbetowej z uwzględnieniem niegładkości jej odkształconej ], Archiwum Inżynierii Lądowej, 1968, 2, 329–347. [3] B orcz A., Theory of reinforced concrete structures , [in

References [1] F. Radomir, “Durability Design of Concrete Structures - part 1: analysis fundamentals,” Facta universitatis - series: Architecture and Civil Engineering, 2009, vol. 7, no. 1, pp. 1-18. http://dx.doi.org/10.2298/FUACE0901001F [2] A. Badaoui, M. Badaoui, F. Kharchi, “Probabilistic Analysis of Reinforced Concrete Carbonation Depth,” Materials Sciences and Applications, vol. 4. pp. 205-215, 2013. http://dx.doi.org/10.4236/msa.2013.43A025 [3] “Cement Concrete & Aggregate Australia. Chloride Resistance of Concrete,” Cement Concrete & Aggregate Australia

References [1] BERTAGNOLI, G., GIORDANO, L. & MANCINI, G. Safety format for the nonlinear analysis of concrete structures. Studi e ricerche - Politecnico di Milano. Scuola di specializzazione in costruzioni in cemento armato. 2004, Vol. 2004, Nr. 25, pp. 31-56. ISSN 1121-6069. [2] ČERVENKA, V. Global Safety Format for Nonlinear Calculation of Reinforced Concrete. Beton - und Stahlbetonbau. 2008, Vol. 103, Nr. 2008, pp. 37-42. [3] SCHLUNE, H., PLOS, M. & GYLLTOFT, K. Safety formats for nonlinear analysis tested on concrete beams subjected to shear forces and

References Ajdukiewicz A. (2009): A handy shortcut for designers of reinforced concrete structures. - Association of Cement Producers, Krakow. Basis of structural design of reinforced concrete and prestressed concrete according to Eurocode 2. - Lower Silesia Educational Publishers, Wroclaw, 2006. Comment to PN-B-03264: 2002 "Concrete structures, reinforced concrete and prestressed". - Building Research Institute, Warsaw 2005. EN 1992-1-1, Eurocode 2: Design of concrete structures - Part 1-1 : General rules and rules for buildings. Kamiński M. (ed.) (1996