1 |
Trunk, B. and Wittmann, F. (1998), "Experimental investigation into the size dependence of fracture mechanics parameters", Third International Conference of Fracture Mechanics of Concrete Structures, 3, 1937-1948.
|
2 |
Yu, T., Teng, J., Wong, Y. and Dong, S. (2010), "Finite element modeling of confined concrete-I: Drucker Prager type plasticity model", Eng. Struct., 32(3), 665-679. https://doi.org/10.1016/j.engstruct.2009.11.014
DOI
|
3 |
Stoner, J. (2015), "Finite element modelling of GFRP reinforced concrete beams", Master's Thesis, University of Waterloo, Canada.
|
4 |
Adam, M.A., Said, M., Mahmoud, A.A. and Shanour, A.S. (2015), "Analytical and experimental flexural behavior of concrete beams reinforced with glass fiber reinforced polymers bars", Constr. Build. Mater., 84, 354-366. https://doi.org/10.1016/j.conbuildmat.2015.03.057.
DOI
|
5 |
Arafa, A., Farghaly, A.S. and Benmokrane, B., (2019), "Nonlinear finite-element analysis for predicting the behavior of concrete squat walls reinforced with GFRP bars", J. Struct. Eng., ASCE, 145(10), 04019107. https://doi.org/10.1061/(ASCE)ST.1943-541X.0002399.
DOI
|
6 |
Canadian Standards Association (CSA). (2012), Design and Construction of Building Structures with Fibre-Reinforced Polymers, CAN/CSA S806-12, Mississauga, Ontario.
|
7 |
CEB-FIP (1993), Model Code 1990 (MC 90), Design Code, Thomas Telford, London.
|
8 |
Cornelissen, H., Hordijk, D. and Reinhardt, H. (1986), "Experimental determination of crack softening characteristics of normal weight and lightweight concrete", Heron, 32(2), 45-56.
|
9 |
Dassault Systems Simulia Corp. (DSS) (2012), ABAQUS Analysis User's Manual 6.12, Providence, RI, USA.
|
10 |
Ferreira, A.J.M., Camanho, P.P., Marques, A.T. and Fernandes, A.A. (2001), "Modelling of concrete beams reinforced with FRP re-bars", Compos. Struct., 53(1), 101-116. https://doi.org/10.1016/S0263-8223(00)00182-3.
|
11 |
Genikomsou, A. and Polak, M.A. (2015), "Finite element analysis of punching shear of concrete slabs using damaged plasticity model in Abaqus", Eng. Struct., 98(4), 38-48. https://doi.org/10.1016/j.engstruct.2015.04.016.
DOI
|
12 |
Hillerborg, A., Modeer, M. and Petersson, P. (1976), "Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements", Cement Concrete Res., 6(6), 773-782. https://doi.org/10.1016/0008-8846(76)90007-7.
DOI
|
13 |
Jankowiak, T. and Lodygowski, T. (2005), "Identification of parameters of concrete damage plasticity constitutive model". Found. Civil Environ. Eng., 6(1), 53-69.
|
14 |
International Federation for Structural Concrete (2008), Constitutive Modelling of High Strength/High Performance Concrete - Bulletin 42, Lausanne, Switzerland.
|
15 |
International Federation for Structural Concrete (2010), Model Code 2010. First Complete Draft, Version 1, Lausanne, Switzerland.
|
16 |
International Federation for Structural Concrete (2013), Code-Type Models for Structural Behaviour of Concrete, Lausanne, Switzerland.
|
17 |
Jumaaa, G.B. and Yousif, A.R. (2019), "Numerical modeling of size effect in shear strength of FRP-reinforced concrete beams", Struct., 20, 237-254. https://doi.org/10.1016/j.istruc.2019.04.008.
DOI
|
18 |
Kaya, M. and Yaman, C. (2018), "Modelling the reinforced concrete beams strengthened with GFRP against shear crack", Comput. Concrete, 21(2), 127-137. https://doi.org/10.12989/cac.2018.21.2.127.
DOI
|
19 |
Kupfer, H., Hilsdorf, H. and Rusch, H. (1969), "Behaviour of concrete under biaxial stresses", ACI J. Proc., 66(8), 656-666.
|
20 |
Krall, M. (2014), "Tests on concrete beams with GFRP flexural and shear reinforcements & analysis method for indeterminate strut-and-tie models with brittle reinforcements", Master's Thesis, University of Waterloo, Canada.
|
21 |
Lee, J. and Fenves, G. (1998), "Plastic-damage model for cyclic loading of concrete structures", J. Eng. Mech., 124(8), 892-900. https://doi.org/10.1061/(ASCE)0733-9399(1998)124:8(892).
DOI
|
22 |
Lubliner, J., Oliver, J., Oller, S. and Onate, E. (1989), "A plastic-damage model for concrete", Int. J. Solid. Struct., 25(3), 299-326. https://doi.org/10.1016/0020-7683(89)90050-4.
DOI
|
23 |
Petersson, P. (1981), "Crack growth and development of fracture zones in plain concrete and similar materials", Report TVBM - 1006, Lund Institute of Technology, Lund, Sweden.
|
24 |
Mohamed, K., Farghaly, A.S., Benmokrane, B. and Neale, K.W. (2017), "Nonlinear finite-element analysis for the behavior prediction and strut efficiency factor of GFRP-reinforced concrete deep beams", Eng. Struct., 137, 145-161. https://doi.org/10.1016/j.engstruct.2017.01.045.
DOI
|
25 |
Nehdi, M., Chabib, H.E. and Said, A.A. (2007), "Proposed shear design equations for FRP-reinforced concrete beams based on genetic algorithms approach", J. Mater. Civil Eng., 19(12), 1033-1042. https://doi.org/10.1061/(ASCE)0899-1561(2007)19:12(1033).
DOI
|
26 |
Nour, A., Massicotte, B., Yildiz, E. and Koval, V. (2007), "Finite element modelling of concrete structures reinforced with internal and external fibre-reinforced polymers", Can. J. Civil Eng., 34(3), 340-354. https://doi.org/10.1139/l06-140.
DOI
|
27 |
Malm, R. (2006), "Shear cracks in concrete structures subjected to in-plane stresses", Thesis, Royal Institute of Technology, Stockholm, Sweden.
|
28 |
Polling, R. (2001), "Eine Praxisnahe, Schdigungsorientierte Materialbeschreibung von Stahlbeton", Dissertation, Ruhr-Universitt Bochum, Germany.
|
29 |
Rafi, M.M., Nadjai, A. and Ali, F. (2007), "Analytical modeling of concrete beams reinforced with carbon FRP bars", J. Compos. Mater., 41(22), 2675-2690. https://doi.org/10.1177/0021998307078728.
DOI
|
30 |
Reineck, K., Kuchma, D., Kim, K. and Marx, S. (2003), "Shear data for reinforced concrete members with shear reinforcement", ACI Struct. J., 100(2), 240-249.
|
31 |
Saleh, Z., Sheikh, M.N., Remennikow, A. and Basu, A. (2019), "Numerical analysis of behavior of glass fiber-reinforced polymer bar-reinforced concrete beams under impact loads", ACI Struct. J., 116(5), 151-160.
|