1 |
Attard, M.M. and Setunge, S. (1996), "Stress-strain relationship of confined and unconfined concrete", ACI Mater. J., 93(5), 1-11.
|
2 |
Bischoff, P.H. (2003), "Tension-stiffening and cracking of steel fiber-reinforced concrete", J. Mater. Civil. Eng. - ASCE, 15(2), 174-182.
DOI
|
3 |
CEB-FIP (1993), CEB-FIP model code 1990: design code, CEB Bulletin d'Information No.213/214, Thomas Telford, London.
|
4 |
Collins, M.P. and Mitchell, D. (1991), Prestressed concrete structures, Prentice-Hall, Englewood Cliffs, NJ.
|
5 |
Crisfield, M.A. (1991), Non-linear finite element analysis of solids and structures, John Wiley and Sons, London.
|
6 |
Demeke, A. and Tegos, I.A. (1994), "Steel fiber reinforced concrete in biaxial stress tension-compression conditions", ACI Struct. J., 91(5), 579-584.
|
7 |
Ezeldin, A.S. and Balaguru. P.N. (1992), "Normal- and high-strength fiber reinforced concrete under compression", J. J. Mater. Civil. Eng. - ASCE, 4(4), 415-429.
DOI
|
8 |
Fields, K. and Bischoff, P.H. (2004), "Tension-stiffening and cracking of high-strength reinforced concrete tension members", ACI Struct. J., 101(4), 447-456.
|
9 |
Foster, S.J., Voo, Y.L. and Chong, K.T. (2006), "FE analysis of steel fiber reinforced concrete beams failing in shear: variable engagement model", ACI Special Public., 237, 55-70.
|
10 |
Graybeal, B.A. (2007), "Compressive behavior of ultra-high-performance fiber-reinforced concrete", ACI Mater. J., 104(2), 146-152.
|
11 |
Gupta, A.K. and Maestrini, S.R. (1990), "Tension-stiffness model for reinforced concrete bars", J. Struct. Eng. - ASCE, 116(3), 769-790.
DOI
|
12 |
Hognestad, E. (1951), A study on combined bending and axial load in reinforced concrete members, Bulletin Series No. 399, Bulletin No. 1., Engineering Experiment Station, University of Illinois, IL.
|
13 |
Hussein, A. and Marzouk, H. (2000), "Behavior of high-strength concrete under biaxial stresses", ACI Mater. J., 97(1), 27-36.
|
14 |
Jungwirth, J. and Muttoni, A. (2004), "Structural behavior of tension members in UHPC", Proceeding of International Symposium on UHPC.
|
15 |
Kolle, B., Phillips, D.V., Zhang, B., Bhatt, B. and Pearce, C.J. (2004), "Experimental investigation of the biaxial properties of high performance steel fibre reinforced concrete", Proceeding of 6th RILEM Symposium on Fibre-Reinforced Concrete (FRC): RILEM, Varenna, Italy.
|
16 |
Korea Institute of Construction Technology (2005), Development of girder using ultra-high performance cementitious composite for bridge, KICTEP, Korea.
|
17 |
Kupfer, H., Hilsdorf, H.K. and Rusch, H. (1969), "Behavior of concrete under biaxial stresses", ACI J., 66(8), 656-666.
|
18 |
Kwak, H.G. and Kim, D.Y. (2001), "Nonlinear analysis of RC shear walls considering tension-stiffening effect", Comp. Struct., 79(5), 499-517.
DOI
|
19 |
Kwak, H.G. and Kim, D.Y. (2004), "Material nonlinear analysis of RC shear walls subject to monotonic loading", Eng. Struct., 26(11), 1517-1533.
DOI
|
20 |
Kwak, H.G. and Na, C.K. (2007), "Nonlinear analysis of RC structures considering bond-slip effect", Korean Soc. Civil Eng., 27(3), 401-412.
|
21 |
Li, V.C. (1998), Engineered cementitious composites-tailored composites through micromechanical modeling, Canadian Society for Civil Engineering, Montreal.
|
22 |
Lorrain, M., Maurel, O. and Seffo, M. (1998), "Cracking behavior of reinforced high-strength concrete tension ties", ACI Struct. J., 95(5), 626-635.
|
23 |
Mansur, M.A., Chin, M.S. and Wee, T.H. (1999), "Stress-strain relationship of high-strength fiber concrete in compression", J. Mater. Civil. Eng. - ASCE, 11(1), 21-29.
DOI
|
24 |
Redaelli, D. (2006), "Testing of reinforced high performance fibre concrete members in tension", Proceeding of 6th International Ph.D. Symposium in Civil Engineering.
|
25 |
Rizkalla, S.H. and Hwang, L.S. (1984), "Crack prediction for members in uniaxial tension", ACI J., 81(6), 572-579.
|
26 |
SETRA (2002), Bentons Fibres a Ultra-Hautes Peformances, Recommandations Provisoires, Documents Scientifiques et Techniques, SETRA-AFGC, France.
|