1 |
Hannant, D.J. (1998), "Durability of polypropylene fibers in Portland cement-based composites: Eighteen years of data", Cement Concrete Res., 28(12), 1809-1817.
DOI
|
2 |
Hong, S. and Varma, A.H. (2009), "Analytical modeling of the standard fire behavior of loaded CFT columns", J. Constr. Steel Res., 65, 54-69.
DOI
|
3 |
Janotka, I. and Bagel, L. (2003), "Pore structures, permeabilities and compressive strengths of concrete at temperatures up to ", ACI Mater J, 100(1), 87-89.
|
4 |
Khan, Q.S., Sheikh, M.N. and Hadi, M.N.S. (2016), "Axial compressive behaviour of circular CFFT: Experimental database and design-oriented model", Steel Compos. Struct., Int. J., 21(4), 921-947.
DOI
|
5 |
Kim, D.K., Choi, S.M., Kim, J.H., Chung, K.S. and Park, S.H. (2005), "Experimental study on fire resistance of concrete-filled steel tube column under constant axial loads", Steel Struct., 5(4), 305-313.
DOI
|
6 |
Kim, N.W., Lee, H.H. and Kim, C.H. (2016), "Fracture behavior of hybrid fiber reinforced concrete according to the evaluation of crack resistance and thermal", Computers Concrete, 18(5), 685-696.
|
7 |
Kodur, V.K.R. (1999), "Performance-based fire resistance design of concrete-filled steel columns", J. Constr. Steel Res., 51(1), 21-36.
DOI
|
8 |
Kodur, V.K.R. (2007), "Guidelines for fire resistant design of concrete-filled steel HSS columns-state-of-the-art and research needs", Steel Struct., 7(3), 173-182.
|
9 |
Kodur, V. (2014), "Properties of concrete at elevated temperatures", ISRN Civil Engineering Volume, Article ID 468510.
|
10 |
Kodur, V.K.R. and Sultan, M.A. (2003), "Effect of temperature on thermal properties of high-strength concrete", J. Mater. Civil Eng., 5(2), 101-107.
|
11 |
Kodur, V.K.R., Wang, T.C. and Cheng, F.P. (2004), "Predicting the fire resistance behavior of high strength concrete columns", Cement Concrete Compos., 26(2), 141-153.
DOI
|
12 |
Krenchel, H. (1974), Fiber Reinforced Concrete, ACI SP-44, pp. 45-77.
|
13 |
Larbi, J.A. and Polder, R.B. (2007), "Effects of polypropylene fibres in concrete: Microstructure after fire testing and chloride migration", Heron, 52(4), 289-306.
|
14 |
Liu, B., Tong, L. and Zhao, X.L. (2014), "Fatigue failure characteristics of steel reinforced concrete girders", Procedia Mater. Sci., 3, 1717-1722.
DOI
|
15 |
Lee, H.H. and Yi, S.T. (2016), "Structural performance evaluation of steel fiber reinforced concrete beams with recycled aggregates", Comput. Concrete, 18(5), 741-756.
|
16 |
Li, X. and Bu, F. (2011), "Residual strength for concrete after exposure to high temperatures", Innov. Comput. Info., 232, 382-390.
|
17 |
Lie, T.T. and Kodur, V.K.R. (1996), "Fire resistance of steel columns filled with bar-reinforced concrete", ASCE J. Struct. Eng., 122(1), 30-36.
DOI
|
18 |
Mago, N. and Hicks, S.J. (2016), "Fire behaviour of slender, highly utilized, eccentrically loaded concrete filled tubular columns", J. Constr. Steel Res., 119, 123-132.
DOI
|
19 |
Metha, P.K. and Monteiro, P.J.M. (2006), Concrete; Microstructure, Properties and Materials, (3rd Edition), McGraw-Hill, New York, NY, USA.
|
20 |
Mundhada, A.R. and Pofale, A.D. (2015), "Effect of high temperature on compressive strength of concrete", IOSR J. Mech. Civil Eng., 12(1), 66-70.
|
21 |
Naaman, A.E. (1985), "Fiber reinforcement for concrete", ACI Concrete Int., 7(3), 21-25.
|
22 |
Ozawa, M. and Morimoto, M. (2014), "Effects of various fibres on high-temperature spalling in high-performance concrete", Constr. Build. Mater., 71, 83-92.
DOI
|
23 |
Ozawa, M., Bo, Z., Uchida, Y. and Morimoto, H. (2014), "Preventive Effects of Fibers on Spalling of UFC at High Temperatures", J. Struct. Fire Eng., 5(3), 229-238.
DOI
|
24 |
Phan, L.T. and Carino, N.J. (1998), "Review of mechanical properties of HSC at elevated temperature", J. Mater. Civil Eng., 10(1), 58-64.
DOI
|
25 |
Qu, X., Chen, Z., Nethercot, D.A., Gardner, L. and Theofanous, M. (2015), "Push-out tests and bond strength of rectangular CFST columns", Steel Compos. Struct., Int. J., 19(1), 21-41.
DOI
|
26 |
Phan, L.T. and Carino, N.J. (2002), "Effects of test conditions and mixture proportions on behavior of high-strength concrete exposed to high temperatures", ACI Mater. J., 99(1), 54-66.
|
27 |
Poon, C.S., Shui, Z.H. and Lam, L. (2004), "Compressive behavior of fiber reinforced high performance concrete subjected to elevated temperature", Cement Concrete Res., 34(12), 2215-2222.
DOI
|
28 |
Purkiss, J.A. (2007), Fire safety engineering design of structures, Butterworth-Heinemann, Elsevier, Oxoford, UK.
|
29 |
Sanjayan, G. and Stocks, L.J. (1993), "Spalling of high-strength silica fume concrete in fire", ACI Mater. J., 90(2), 170-173.
|
30 |
Sideris, K.K., Manita, P. and Chaniotakis, E. (2009), "Performance of thermally damaged fiber reinforced concretes", Constr. Build. Mater., 23(3), 1232-1239.
DOI
|
31 |
Siddique, R. and Kaur, D. (2012), "Properties of concrete containing ground granulated blast furnace slag (GGBFS) at elevated temperatures", J. Adv. Res., 3(1), 45-51.
DOI
|
32 |
Somayaji, S. (2001), Civil engineering materials, Prentice Hall, Upper Siddle River, NJ, USA.
|
33 |
Song, T.Y., Han, L.H. and Yu, H.X. (2010), "Concrete filled steel tube stub columns under combined temperature and loading", J. Constr. Steel Res., 66(3), 369-384.
DOI
|
34 |
Swamy, R.N. and Mangat, P.S. (1974), "Influence of fiber geometry on the properties of steel fiber reinforced concrete", Cem. Concr. Res., 4(3), 451-465.
DOI
|
35 |
Taiwan Construction and Planning Agency (2004), Design Code and Commentary for Steel Reinforced Concrete Structures, Taipei. [In Chinese]
|
36 |
Aslani, F., Uy, B., Tao, Z. and Mashiri, F. (2015), "Predicting the axial load capacity of high-strength concrete filled steel tubular columns", Steel Compos. Struct., Int. J., 19(4), 967-993.
DOI
|
37 |
Tao, Z., Ghannama, M., Song, T.Y. and Han, L.H. (2016), "Experimental and numerical investigation of concrete-filled stainless steel columns exposed to fire", J. Constr. Steel Res., 118, 120-134.
DOI
|
38 |
Tatnall, P.C. (2002), "Shortcrete in fires: Effects of fibers on explosive spalling", Shortcrete, 4(4), 10-12.
|
39 |
ACI Committee 544 (1982), "State of the art report of fiber reinforced concrete", Concr. Int.: Des. Construct., 4(5), 9-30.
|
40 |
ACI-318 (2014), Building code requirements for reinforced concrete and commentary; American Concrete Institute, Farmington Hills, MI, USA.
|
41 |
Atkinson, T. (2004), "Polypropylene fibers control explosive spalling in high performance concrete", Concrete, 38(10), 69-70.
|
42 |
Bilodeau, A., Kodur, V.K.R. and Hoff, G.C. (2004), "Optimization of the type and amount of polypropylene fibres for preventing the spalling of lightweight concrete subjected to hydrocarbon fire", Cement Concrete Compos., 26(2), 163-174.
DOI
|
43 |
Castillo, C. and Durrani, A.J. (1990), "Effect of transient high temperature on high-strength concrete", ACI Mater. J., 87(1), 47-53.
|
44 |
Chakrabari, S.C., Sharma, K.N. and Mittal, A. (1994), "Residual strength in concrete after exposure to elevated temperature", Indian Concrete J., December, 713-717.
|
45 |
Yan, Z., Shen, Y., Zhu, H., Li, X. and Lu, Y. (2015), "Experimental investigation of reinforced concrete and hybrid fibre reinforced concrete shield tunnel segments subjected to elevated temperature", Fire Safety J., 71, 86-99.
DOI
|
46 |
Toumi, B., Resheidat, M., Guemmadi, Z. and Chabil, H. (2009), "Coupled effect of high temperature and heating time on the residual strength of normal and high-strength concretes", Jordan J. Civil Eng., 3(4), 322-330.
|
47 |
Wan, C.Y. and Zha, X.X. (2016), "Nonlinear analysis and design of concrete-filled dual steel tubular columns under axial loading", Steel Compos. Struct., Int. J., 20(3), 571-597.
DOI
|
48 |
Xu, M., Hallinan, B. and Wille, K. (2016), "Effect of loading rates on pullout behavior of high strength steel fibers embedded in ultra-high performance concrete", Cement Concrete Compos., 70, 98-109.
DOI
|
49 |
Ding, Y., Azevedo, C., Aguiar, J.B. and Jalali, S. (2012), "Study on residual behaviour and flexural toughness of fibre cocktail reinforced self compacting high performance concrete after exposure to high temperature", Constr. Build. Mater., 26(1), 21-31.
DOI
|
50 |
Ding, J. and Wang, Y.C. (2008), "Realistic modelling of thermal and structural behaviour of unprotected concrete filled tubular columns in fire", J. Constr. Steel Res., 64(10), 1086-1102.
DOI
|
51 |
Ekmekyapar, T. (2016), "Experimental performance of concrete filled welded steel tube columns", J. Constr. Steel Res., 117, 175-184.
DOI
|
52 |
Espinos, A., Hospitaler, A. and Romero, M.L. (2009), "Fire resistance of axially loaded slender concrete filled steel tubular columns", Acta Polytechnica, 49(1), 39-43.
|
53 |
Eurocode 2 (2004), Design of concrete structures. Part 1-2: general rules-structural fire design; European Committee for Standardization, Brussels, Belgium.
|
54 |
Eurocode 4 (2005), Design of composite steel and concrete structures-Part 1-2: General-Structural fire design.
|
55 |
Hachemi, S., Ounis, A. and Chabi, S. (2014), "Evaluating residual mechanical and physical properties of concrete at elevated temperatures", Int. J. Civil, Environ., Struct., Constr. Architect. Eng., 8(2), 176-181.
|
56 |
Han, LH., Yao, G.H. and Zhao, X.L. (2005), "Tests and calculations for hollow structural steel (HSS) stub columns filled with self-consolidating concrete (SCC)", J. Constr. Steel Res., 61(9), 1241-1269.
DOI
|