1 |
AASHTO (1998), Load Resistance and Factor Design Bridge Design Specifications, SI Units, Second Edition, American Association of State Highway Transportation, Offices, Washington, DC.
|
2 |
ABAQUS/Standard User's Manuals (2002), Version 6.3, Hibbitt, Karlsson and Sorensen, Inc., USA.
|
3 |
Ahmed, A. (2014), "Modelling of reinforced concrete beam subjected to impact, vibration using ABAQUS", Int. J. Civil Struct. Eng., 4(3), 227.
|
4 |
Baskar, K., Shanmugam, N.E. and Thevendran, V. (2002), "Finiteelement analysis of steel-concrete composite plate girder", J. Struct. Eng., 128(9), 1158-1168.
DOI
|
5 |
Bath, E.K. and Wu, H. (2006), "Efficient nonlinear finite element modeling of slab on steel stringer bridges", Finite Elem. Anal. Des., 42, 1304-1313.
DOI
|
6 |
CEB (1983), Application of the Finite Element Method for Two-Dimensional Reinforced Concrete Structures, Bulletin No. 159, CEB-FIP.
|
7 |
DBYBHY (2007), Regulation of Buildings to be Built in Earthquake Regions, Turkish Standards Institute, Ankara.
|
8 |
Demir, A., Caglar, N., Ozturk, H. and Sumer, Y. (2016), "Nonlinear finite element study on the improvement of shear capacity in reinforced concrete T-Section beams by an alternative diagonal shear reinforcement", Eng. Struct., 120, 158-165.
DOI
|
9 |
Dogan, A.B. and Anil, O. (2010), "Nonlinear finite element analysis of effective CFRP bonding length and strain distribution along concrete-CFRP interface", Comput. Concrete, 7(5), 437-453.
DOI
|
10 |
Dominguez, E., Tena-Colunga, A. and Gelacio Juarez-Luna, G. (2015), "Nonlinear finite element modeling of reinforced concrete haunched beams designed to develop a shear failure", Eng. Struct., 105, 99-122.
DOI
|
11 |
Ellobody, E., Feng, R. and Ve Young, B. (2014), Finite Element Analysis and Design of Metal Structures, Butterworth-Heinemann, Elsevier.
|
12 |
EUROCODE 2 (2008), Standard Rules Applied in Buildings.
|
13 |
Fu, K.C. and Lu, F. (2003), "Nonlinear finite-element analysis for highway bridge superstructures", J. Bridge Eng., 8(3), 173-179.
DOI
|
14 |
Gilbert, R.I. and Warner, R.F. (1978), "Tension stiffening in reinforced concrete slabs", J. Struct. Div., 104(ST12), 1885-1900.
|
15 |
Gupta, A.K. and Maestrini, S.R. (1990), "Tension-stiffening model for reinforced concrete rebars", J. Struct. Eng., 116(3), 769-790.
DOI
|
16 |
Hall, J.C. and Kostem, C.N. (1980), "Inelastic analysis of steel multigirder highway bridges", Fritz Engineering Lab Report No. 435.1, Lehigh University, PA, USA.
|
17 |
Hawileh, R.A. (2012), "Nonlinear finite element modeling of RC beams strengthened with NSM FRP rods", Constr. Build. Mater., 27, 461-71.
DOI
|
18 |
Helba, A. and Kennedy, J.B. (1995), "Skew composite bridgesanalysis of ultimate load", Can. J. Civil Eng., 22, 1092-1103.
DOI
|
19 |
Hibbitt, H., Karlsson, B. and Sorensen, P. (2011), Abaqus Analysis Users Manual, Version 6.11, Dassault Systemes Simulia Corp., Providence, RI, USA.
|
20 |
Ibrahimbegovic, A., Boulkertous, A., Davenne, L. and Brancherie, D. (2010), "Modelling of reinforced-concrete structures, providing a crack-spacing based on X-FEM, ED-FEM and novel operator split solution procedure", Int. J. Numer. Meth. Eng., 83(4), 452-481.
DOI
|
21 |
Kmiecik, P. and Kamisski, M. (2011), "Modelling of reinforced concrete structures and composite structures with concrete strength degradation taken into consideration", Arch. Civil Mech. Eng., 11(3), 625-636.
|
22 |
Kotsovou, G.M. and Kotsovos, G.M. (2016), "Behavior of RC Beams with non-bonded flexural reinforced: A numerical experiment", Comput. Concrete, 18(2), 165-178.
DOI
|
23 |
Larbi, A.S., Agbossou, A. and Hamelin, P. (2013), "Experimental and numerical investigations about textile-reinforced concrete and hybrid solutions for repairing and/or strengthening reinforced concrete beams", Compos. Struct., 99, 152-162.
DOI
|
24 |
Lee, D.H., Hwang, J.H., Ju, H. and Kim, K.S. (2014), "The application of direct tension force transfer model with modified fixed-angle softened-truss model to finite element analysis of steel fiber-reinforced concrete members subjected to shear", Comput. Concrete, 13(1), 49-70.
DOI
|
25 |
Lin, J.J., Fafard, M., Beaulieu, D. and Massicotte, B. (1991), "Nonlinear analysis of composite bridges by the finite element method", Comput. Struct., 40(5), 1151-1167.
DOI
|
26 |
Mahmud, G.H., Yang, Z. and Hassan, A.M.T. (2013), "Experimental and numerical studies of size effects of Ultra High Performance Steel Fiber Reinforced Concrete (UHPFRC) beams", Constr. Build. Mater., 48, 1027-1034.
DOI
|
27 |
Silva, M.F.A. and Haach, V.G. (2016), "A parametric study of the behavior of exterior unreinforced concrete beam-column joints through numerical modeling", Comput. Concrete, 18(2), 215-233
DOI
|
28 |
Nistico, N., Ozbolt, J. and Polimanti, G. (2016), "Modeling of reinforced concrete beams strengthened in shear with CFRP: Microplane-based approach", Compos. Part B, 90, 351-364.
DOI
|
29 |
Razaqpur, A.G. and Nofal, M. (1990), "Analytical model of nonlinear behavior of composite bridges", J. Struct. Eng., 116(6), 1715-1733.
DOI
|
30 |
Ruano, G., Isla, F., Sfer, D. and Luccioni, B. (2015), "Numerical modeling of reinforced concrete beams repaired and strengthened with SFRC", Eng. Struct., 86, 168-181.
DOI
|
31 |
Solomon, S.M., El-Salakawy, E. and Benmokrane, B. (2010), "Flexural behavior of concrete beams strengthened with near surface mounted fiber reinforced polymer bars", Can. J. Civil Eng., 37(10), 1371-1382.
DOI
|
32 |
Stramandinoli, R. and La Rovere, H.L. (2012), "FE model for nonlinear analysis of reinforced concrete beams considering shear deformation", Eng. Struct., 35, 244-253.
DOI
|
33 |
Thevendran, V., Chen, S., Shanmugam, N.E. and Liew, J.Y.R. (1999), "Nonlinear analysis of steel-concrete composite beams curved in plan", Finite Elem. Anal. Des., 32, 125-139.
DOI
|
34 |
TS EN 1992-1-1/April (2009), Standard Design of Concrete Structures, Turkish Standards Institute, Ankara, Turkey.
|
35 |
Wegmuller, A.W. (1977), "Overload behavior of composite steelconcrete bridges", J. Struct. Div., 103(ST9), 1799-1819.
|
36 |
Zivaljic, N., Nikolic, Z. and Smoljanovic, H. (2014), "Computational aspects of the combined finite discrete element method in modelling of plane reinforced concrete structures", Eng. Fract. Mech., 131, 669-686
DOI
|
37 |
Xu, J., Wu, C., Li, Z. and Ching, C.T. (2015), "Numerical analysis of shear transfer across an initially uncrack reinforced concrete member", Eng. Struct., 102, 296-309.
DOI
|
38 |
Yaman, C. (2015). "Analytical modeling of the effect of anchors on strengthening reinforced concrete beams with glass fiber plates", Master Thesis, Aksaray University, Aksaray, Turkey.
|