1 |
ACI Committee 318 (1999), Building code requirements for structural concrete: (ACI 318-99) and commentary (ACI 318R-99), Farmington Hills, Mich, American Concrete Institute.
|
2 |
Allahyari, H., Dehestani, M., Beygi, M.H., Neya, B.N. and Rahmani, E. (2014), "Mechanical behavior of steel-concrete composite decks with perfobond shear connectors", Steel Compos. Struct., (17), 339-358.
|
3 |
Alnahhal, W., Aref, A. and Alampalli, S. (2008), "Composite behavior of hybrid FRP-concrete bridge decks on steel girders", Compos. Struct., 84(1), 29-43.
DOI
|
4 |
Bakeri, P.A. and Sunder, S.S. (1990), "Concepts for hybrid FRP bridge deck systems", Serviceab. Durab. Constr. Mater., ASCE, 1006-1015.
|
5 |
Brown, D.L. and Berman, J.W. (2010), "Fatigue and strength evaluation of two glass fiber-reinforced polymer bridge decks", J. Bridge Eng., 15(3), 290-301.
DOI
|
6 |
Deskovic, N., Triantafillou, T.C. and Meier, U. (1995), "Innovative design of FRP combined with concrete: short-term behavior", J. Struct. Eng., 121(7), 1069-1078.
DOI
|
7 |
De Sutter, S., Remy, O., Tysmans, T. and Wastiels, J. (2014), "Development and experimental validation of a lightweight Stay-in-Place composite formwork for concrete beams", Construct. Build. Mater., 63, 33-39.
DOI
|
8 |
Fam, A. and Honickman, H. (2010), "Built-up hybrid composite box girders fabricated and tested in flexure", Eng. Struct., 32(4), 1028-1037.
DOI
|
9 |
Gan, L.H., Ye, L. and Mai, Y.W. (1999), "Design and evaluation of various section profiles for pultruded deck panels", Compos. Struct., 47(1), 719-725.
DOI
|
10 |
Hibbitt, D., Karlsson, B. and Sorensen, P. (2004), ABAQUS Analysis User's Manual, Pawtucket, USA.
|
11 |
Hillman, J.R. and Murray, T.M. (1990), "Innovative floor systems for steel framed buildings", Proceedings of the IABSE Symp. Mixed Struct. Including New Material, International Association for Bridge and Structural Engineering, Brussels.
|
12 |
Idris, Y. and Ozbakkaloglu, T. (2014), "Flexural behavior of FRP-HSC-steel composite beams", Thin Wall. Struct., 80, 207-216.
DOI
|
13 |
Ji, H.S., Son, B.J. and Ma, Z. (2009), "Evaluation of composite sandwich bridge decks with hybrid FRPsteel core", J. Bridge Eng., 14(1), 36-44.
DOI
|
14 |
Keller, T., Schaumann, E. and Vallee, T. (2007), "Flexural behavior of a hybrid FRP and lightweight concrete sandwich bridge deck", Compos. Part A: Appl. Sci. Manuf., 38(3), 879-889.
DOI
|
15 |
Kim, H.Y. and Jeong, Y.J. (2006), "Experimental investigation on behavior of steel-concrete composite bridge decks with perfobond ribs", J. Construct. Steel Res., 62(5), 463-471.
DOI
|
16 |
Reinhardt, H.W., Cornelissen, H.A. and Hordijk, D.A. (1986), "Tensile tests and failure analysis of concrete", J. Struct. Eng., 112(11), 2462-2477.
DOI
|
17 |
Kim, H.Y. and Jeong, Y.J. (2010), "Ultimate strength of a steel-concrete composite bridge deck slab with profiled sheeting", Eng. Struct., 32(2), 534-546.
DOI
ScienceOn
|
18 |
Kitane, Y., Aref, A.J. and Lee, G.C. (2004), "Static and fatigue testing of hybrid fiber-reinforced polymerconcrete bridge superstructure", J. Compos. Construct., 8(2), 182-190.
DOI
|
19 |
Mander, J.B., Priestley, M.J. and Park, R. (1988), "Theoretical stress-strain model for confined concrete", J. Struct. Eng., 114(8), 1804-1826.
DOI
|
20 |
Reising, R.M., Shahrooz, B.M., Hunt, V.J., Neumann, A.R., Helmicki, A.J. and Hastak, M. (2004), "Close look at construction issues and performance of four fiber-reinforced polymer composite bridge decks", J. Compos. Construct., 8(1), 33-42.
DOI
|
21 |
Saiidi, M., Gordaninejad, F. and Wehbe, N. (1994), "Behavior of graphite/epoxy concrete composite beams", J. Struct. Eng., 120(10), 2958-2976.
DOI
|
22 |
Versace, J.D. and Ramirez, J.A. (2004), Implementation of Full-Width Bridge Deck Panels: A Synthesis Study, No. FHWA/IN/JTRP-2003/24.
|
23 |
Warn, G.P. and Aref, A.J. (2010), "Sustained-load and fatigue performance of a hybrid FRP-concrete bridge deck system", J. Compos. Construct., 14(6), 856-864.
DOI
|
24 |
Zi, G., Kim, B.M., Hwang, Y.K. and Lee, Y.H. (2008), "An experimental study on static behavior of a GFRP bridge deck filled with a polyurethane foam", Compos. Struct., 82(2), 257-268.
DOI
|