Cyclic performance of large‐scale corroded reinforced concrete beams
暂无分享,去创建一个
Yu-Chen Ou | Y. Ou | L. Tsai | Hou-Heng Chen | Li-Lan Tsai | Hou-Heng Chen
[1] T. Uomoto,et al. Behavior of Concrete Beams and Columns in Marine Environment When Corrosion of Reinforcing Bars Takes Place , 1988, SP-109: Concrete in Marine Environment.
[2] William C Farrow,et al. Tests of Reinforced Concrete Beams with Corrosion-Damaged Stirrups , 2006 .
[3] Mario Plos,et al. Effect of corrosion on bond in reinforced concrete under cyclic loading , 2006 .
[4] A. K. Ghosh,et al. Suggested Empirical Models for Corrosion-Induced Bond Degradation in Reinforced Concrete , 2008 .
[5] M. S. Elgarf,et al. Flexural Strength of Concrete Beams with Corroding Reinforcement , 1999 .
[6] Ran Huang,et al. CONDITION ASSESSMENT OF REINFORCED CONCRETE BEAMS RELATIVE TO REINFORCEMENT CORROSION , 1997 .
[7] Tim Topper,et al. Long-Term Performance of Corrosion-Damaged Reinforced Concrete Beams , 2005 .
[8] G. Arliguie,et al. Mechanical behaviour of corroded reinforced concrete beams—Part 1: Experimental study of corroded beams , 2000 .
[9] Paolo Gardoni,et al. Effect of cumulative seismic damage and corrosion on the life‐cycle cost of reinforced concrete bridges , 2009 .
[10] G. J. Al-Sulaimani,et al. Influence of Corrosion and Cracking on Bond Behavior and Strength of Reinforced Concrete Members , 1990 .
[11] Andrés A. Torres-Acosta,et al. Residual flexure capacity of corroded reinforced concrete beams , 2007 .
[12] J. Rodriguez,et al. LOAD CARRYING CAPACITY OF CONCRETE STRUCTURES WITH CORRODED REINFORCEMENT , 1997 .
[13] Dan M. Frangopol,et al. Time-dependent reliability analysis of existing RC structures in a marine environment using hazard associated with airborne chlorides , 2010 .