Determination of residual cross-sectional areas of corroded bars in reinforced concrete structures using easy-to-measure variables
暂无分享,去创建一个
[1] Xiaobin Song,et al. Tensile and fatigue behavior of corroded rebars , 2012 .
[2] Wei-ping Zhang,et al. Bond strength of corroded steel bars in reinforced concrete structural elements strengthened with CFRP sheets , 2011 .
[3] Byung Hwan Oh,et al. Effects of non-uniform corrosion on the cracking and service life of reinforced concrete structures , 2010 .
[4] A. Costa,et al. Service life of RC structures: Carbonation induced corrosion. Prescriptive vs. performance-based methodologies , 2010 .
[5] Yingshu Yuan,et al. Modeling corroded section configuration of steel bar in concrete structure , 2009 .
[6] Surendra P. Shah,et al. Comparison of Two Accelerated Corrosion Techniques for Concrete Structures , 2007 .
[7] Abul K. Azad,et al. Residual strength of corrosion-damaged reinforced concrete beams , 2007 .
[8] Mark G. Stewart,et al. Spatial variability of pitting corrosion and its influence on structural fragility and reliability of RC beams in flexure , 2004 .
[9] Robert E. Melchers,et al. RELIABILITY OF DETERIORATING RC SLAB BRIDGES , 1997 .
[10] Cruz Alonso,et al. Comparison of rates of general corrosion and maximum pitting penetration on concrete embedded steel reinforcement , 1995 .