References
- Ngo D, Scordelis AC. Finite element analysis of reinforced concrete beams. J. Am. Concr. Inst. 1967; 64(3): 152–163.
- fib Task Group 4.4. Practitioners’ guide to finite element modeling of reinforced concrete structures. Bulletin 45, International Federation for Structural Concrete (fib), 2008.
- Mahalingam S, Sharma P. The use of finite element analysis in practical concrete design: case studies of Longholme bridges and other assessments. In Finite Element in Engineering and Science, Hendriks, (ed). Rotterdam: A.A. Balkema, 1997; 93–106.
- Vecchio FJ. Non-linear finite element analysis of reinforced concrete: at the crossroads? Struct. Concr. 2001; 2(4): 201–212.
- Cervenka V. Computer simulation of failure of concrete structures for practice. Proceedings of 1st fib Congress, Osaka, Japan, 2002; 289–304.
- Vecchio FJ. Contribution of nonlinear finite-element analysis to evaluation of two structural concrete failures. ASCE—J. Perform. Constr. Facil. 2002; 16(3): 110–115.
- Blaauwendraad J. Computing force for practice: a review of nonlinear options. Proceedings of 1st fib Congress, Osaka, Japan, 2002; 233–249.
- Maekawa K, Okamura H, Pimanmas A. Nonlinear Mechanics of Reinforced Concrete. SPON Press: London, 2003.
- Hoogenboom PCJ, Salem H, Maekawa K. Application of advanced models in structural design. Proceedings of 8th Arabian Structural Engineering Conference, Giza, Egypt, 2000; 223–232.
- Jirásek M, Bažant ZP. Inelastic Analysis of Structures. Wiley: Chichester, 2002.
- Bažant ZP, Caner FC, Carol I., Adley M , Akers, S. Microplane model M4 for concrete. I: Formulation with work-conjugate deviatoric stress. ASCE—J. Eng. Mech. 2000; 126(9): 944–953.
- Li J. Development and Validation of a New Material Model for Concrete on the Basis of Microplane Theory. TUG Press: Graz, 2011.
- Tue NV, Li J, Caner FC. Microplane constitutive model M4L for concrete. I: Theory. Comput. Struct. 2013; 128: 219–229.
- Sfer D, Carol I, Gettu R, Etse G. Study of the behavior of concrete under triaxial compression. ASCE—J. Eng. Mech. 2001; 128(2): 156–163.
- Scholz U, Nechvatal D, Aschl H. Versuche zum Verhalten von Beton unter dreiachsiger Kurzzeitbeanspruchung. Bericht, Lehrstuhl für Massivbau, Technische Universität München, 1992.
- Hussein A, Marzouk H. Behavior of high-strength concrete under biaxial stresses. ACI Mater. J. 2000; 97(1): 27–36.
- Zheng SJ, Xu e ZA, Huang ZY, Zhang CY, Zhu CH. Study on the ultimate strength of concrete in combined normal and shear stress states. In Recent Advances in Study of Strength Theory. Xian Jiaotong University Press, University of Illinois, 1993; 155–165.
- Bresler B, Pister KS. Strength of concrete under combined stresses. J. Am. Concr. Inst. 1958; 55(9): 321–345.
- Richart FE, Brandtzaeg A, Brown RL. A Study of the Failure of Concrete Under Combined Compressive Stresses. Technical Report, Engineering Experiment Station, University of Illinois, Bulletin No. 185, 1992.
- Kosaka Y, Tanigawa Y, Hatanaka S. Inelastic deformational behavior of axially loaded concrete under low lateral confining stresses. Trans. Jpn. Concr. Inst. 1984; 6: 263–270.
- Li J, Tue NV , Caner FC. Microplane constitutive model M4L for concrete. II: Calibration and validation. Comput. Struct. 2013; 128: 146–159.
- DIN 1045-1. Tragwerke aus Beton, Stahlbeton und Spannbeton—Teil 1: Bemessung und Konstruction. 2008.
- C EB -FIP. Model Code 90: Design Code (Thomas Telford). 1993.
- European Committee for Standardization (CEN). EN 1992-1-1: Eurocode 2—Design of Concrete Structures. Part 1-1: General Rules and Rules for Buildings. CEN: Brussels, 2004.
- Tue NV, Schneide r H, Li J. Tragfähigkeit der Brüstungen mit geringer Querbewehrung beim Parkhaus PNA des BBI. Bericht, Institut für Betonbau, TU Graz, 2011.
- Guo Z- H, Zhang X-Q. Investigation of complete stress–deformation cures for concrete in tension. ACI Mater. J. 1987; 84(4): 278–285.
- Furche J, Eligehau sen J. Lateral blow-out failure of headed studs near a free edge. ACI Spec. Publ. 1992; 130: 235–252.
- Tastan i SP, Pantazopoilou SJ. Direct tension pullout bond test: experimental results. ASCE—J. Struct. Eng. Int. 2010; 136(6): 731–743.
- Tue NV , Li J, Turner K. Advanced numerical simulations for prediction of bearing capacity and failure of complex RC structures. Struct. Eng. Int. 2014; 24(2): 211–216.
- Tue NV , Li J, Tung ND. Zum Nachweis der Lastweiter leitung in der Bodenplatte des BW SWH Seekirchen. Bericht, Institut für Betonbau, TU Graz, 2013.