Bhargava K，Ghosh A K，Yasuhiro Mori. A Proposed Model for Corrosion-Induced Bond Degradation in Reinforced Concrete[C]∥17th Analysis and Computation Specialty Conference. USA:ASCE，2006.
[2]
Wang X， Liu X. Bond Strength Modeling for Corroded Reinforcements[J]. Construction and Building Materials，2006，20:177-186.
[3]
Mangat P，Elgarf M. Flexural Strength of Concrete Beams with Corroding Reinforcement[J]. ACI Structural Journal，1999，96(1) :149-158.
[4]
Capozucca R，Cerri M N. Influence of Reinforcement Corrosion in the Compressive Zone—On the Behaviour of RC Beams [J].Engineering Structures，2003，25(13) :1575-1583.
Ballim Y，Reid J C. Reinforcement Corrosion and the Deflection of RC Beams—An Experimental Critique of Current Test Methods [J]. Cement and Concrete Composites，2003，25(6) ，625-632.
[12]
Yoon S， Wang K， Weiss W J， et al. Interaction Between Loading，Corrosion， and Serviceability of Reinforced Concrete [J]. ACI Materials Journal，2000，97(6) ，637-644.
[13]
Ballim Y，Reid J C，Kemp A R，Deflection of RC Beams Under Simultaneous Load and Steel Corrosion [J]. Magazine and Concrete Research，2001，53(3) ，171-181.
[14]
Lee T，Pan A D E，Estimating the Relationship Between Tension Reinforcement and Ductility of Reinforced Concrete Beam Sections [J]. Engineering Structures，2003，25，1057-1067.
