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Structural engineering and mechanics : An international journal, v.19 no.2, 2005년, pp.185 - 198
Ho, J.C.M. (Department of Civil Engineering, The University of Hong Kong) , Au, F.T.K. (Department of Civil Engineering, The University of Hong Kong) , Kwan, A.K.H. (Department of Civil Engineering, The University of Hong Kong)
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In the design of reinforced concrete beams, it is a standard practice to use the yield stress of the steel reinforcement for the evaluation of the flexural strength. However, because of strain hardening, the tensile strength of the steel reinforcement is often substantially higher than the yield str...
Attard, M.M. and Setunge, S. (1996), 'The stress strain relationship of confined and unconfined concrete', ACI Mater. J, 93(5), 432-444
British Standards Institution, BS 4449 (1988), Specification for Hot Rolled Steel Bars for the Reinforcement of Concrete, London, UK, 11pp
Ho, J.C.M., Kwan, A.K.H. and Pam, H.J. (2003), 'Theoretical analysis of post-peak flexural behaviour of nonnal- and high-strength concrete beams', Structural Design of Tall and Special Buildings, 12(2), 109-125
Kwan, A.K.H., Ho, J.C.M. and Pam, H.J (2004), 'Effects of concrete grade and steel yield strength on flexural ductility of reinforced concrete beams', Australian J. Struct. Eng., 5(2), 119-138
Mander, J.B., Priestley, M.J.N. and Park, R. (1984), 'Seismic design of bridge piers', Research Report 84-2, Department of Civil Engineering, University of Canterbury, Christchurch, New Zealand
Pam, H.J., Kwan, A.K.H. and Ho, J.C.M. (2001), 'Post-peak behavior and flexural ductility of doubly reinforced normal-and high-strength concrete beams', Struct. Eng. Mech., 12(5),459-474
Park, R. and Paulay, T. (1975), Reinforced Concrete Structures, John Wiley & Sons, New York, USA, 769pp
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