Shear behaviour and load capacity of short reinforced concrete beams exposed to chloride environment

References

• ACI Committee 318. (2002). Building code requirements for structural concrete (ACI 318-02) and commentary (ACI 318R-02). Farmington Hills, MI: American Concrete Institute.
   Google Scholar
• Azam, R., & Soudki, K. (2012). Structural performance of shear-critical RC deep beams with corroded longitudinal steel reinforcement. Cement and Concrete Composites, 34, 946–957.10.1016/j.cemconcomp.2012.05.003
   Web of Science ®Google Scholar
• Cairns, J., Du, Y., & Law, D. (2008). Structural performance of corrosion-damaged concrete beams. Magazine of Concrete Research, 60, 359–370.10.1680/macr.2007.00102
   Web of Science ®Google Scholar
• Cairns, J., & Zhao, Z. (1993). Behaviour of concrete beams with exposed reinforcement. Proceedings of the ICE - Structures and Buildings, 99, 141–154.
   Web of Science ®Google Scholar
• Fédération Internationale du Béton (FIB). (2000). Bond of reinforcement in concrete, state-of-art report. Bulletin No. 10. In Task Group Bond Models (Ed.), International federation for structural concrete (ISBN 978-2-88394-050-5, p. 434). Switzerland: Author.
   Google Scholar
• Francois, R., Khan, I., & Dang, V. H. (2012). Impact of corrosion on mechanical properties of steel embedded in 27-year-old corroded reinforced concrete beams. Materials and Structures, 46, 899–910.
   Web of Science ®Google Scholar
• Francois, R., & Maso, J.-C. (1988). Effect of damage in reinforced concrete on carbonation or chloride penetration. Cement and Concrete Research, 18, 961–970.10.1016/0008-8846(88)90033-6
   Web of Science ®Google Scholar
• Hanjari, K. Z., Coronelli, D., & Lundgren, K. (2010). Severely corroded reinforced concrete with cover cracking: Part 2. Anchorage capacity. Modelling of corroding concrete structures. Proceedings of the Joint fib-RILEM workshop, Madrid, Spain.
   Google Scholar
• Hanjari, K. Z., Coronelli, D., & Lundgren, K. (2011). Bond capacity of severely corroded bars with corroded stirrups. Magazine of Concrete Research, 63, 953–968.10.1680/macr.10.00200
   Web of Science ®Google Scholar
• Higgins, C., & Farrow III, W. C. (2006, January–February). Test of reinforced concrete beams with corrosion-damaged stirrups. ACI Structural Journal, 103, 133–141.
   Google Scholar
• Jeppsson, J., & Thelandersson, S. (2003). Behavior of reinforced concrete beams with loss of bond at longitudinal reinforcement. Journal of structural engineering, ASCE, 129, 1376–1383.
   Web of Science ®Google Scholar
• Juarez, C. A., Guevara, B., Fajardo, G., & Castro-Borges, P. (2011). Ultimate and nominal shear strength in reinforced concrete beams deteriorated by corrosion. Engineering Structures, 33, 3189–3196.10.1016/j.engstruct.2011.08.014
   Web of Science ®Google Scholar
• Kani, G. N. J. (1966). Basic facts concerning shear failure. ACI Journal, 63, 675–692.
   Google Scholar
• Khan, I., François, R., & Castel, A. (2014). Experimental and analytical study of corroded shear-critical reinforced concrete beams. Materials and Structures, 47, 1467–1481.10.1617/s11527-013-0129-y
   Web of Science ®Google Scholar
• Kim D., Kim W., & White R. N. (1999). Arch action in reinforced concrete beams– A rational prediction of shear strength. ACI Structural Journal, 96, 586–593.
   Web of Science ®Google Scholar
• Konin, A., Francois, R., & Arliguie, G. (1998). Analysis of progressive damage to reinforced ordinary and high performance concrete in relation to loading. Materials and Structures/Materiaux et Constructions, 31, 27–35.
   Web of Science ®Google Scholar
• Malumbela, G., Alexander, M., & Moyo, P. (2009). Steel corrosion on RC structures under sustained service loads– A critical review. Engineering Structures, 31, 2518–2525.10.1016/j.engstruct.2009.07.016
   Web of Science ®Google Scholar
• Rodriguez, J., Ortega, L. M., & Casal, J. (1997). Load carrying capacity of concrete structures with corroded reinforcement. Construction and Building Materials, 11, 239–248.10.1016/S0950-0618(97)00043-3
   Web of Science ®Google Scholar
• Suffern, C., El-Sayed, A., & Soudki, K. (2010). Shear strength of disturbed regions with corroded stirrups in reinforced concrete beams. Canadian Journal of Civil Engineering, 37, 1045–1056.
   Google Scholar
• Tahershamsi, M., Hanjari, K. Z., Lundgren, K., & Plos, M. (2014). Anchorage of naturally corroded bars in reinforced concrete structures. Magazine of Concrete Research, 66, 729–744.10.1680/macr.13.00276
   Web of Science ®Google Scholar
• Vidal, T., Castel, A., & François, R. (2004). Analyzing crack width to predict corrosion in reinforced concrete. Cement and Concrete Research, 34, 165–174.10.1016/S0008-8846(03)00246-1
   Web of Science ®Google Scholar
• Vidal, T., Castel, A., & François, R. (2007). Corrosion process and structural performance of a 17 year old reinforced concrete beam stored in chloride environment. Cement and Concrete Research, 37, 1551–1561.10.1016/j.cemconres.2007.08.004
   Web of Science ®Google Scholar
• Wang, X.-H., Gao, X.-H., Li, B., & Deng, B.-R. (2011). Effect of bond and corrosion within partial length on shear behaviour and load capacity of RC beam. Construction and Building Materials, 25, 1812–1823.10.1016/j.conbuildmat.2010.11.081
   Web of Science ®Google Scholar
• Xia, J., Jin, W.-L., & Li, L.-Y. (2011). Shear performance of reinforced concrete beams with corroded stirrups in chloride environment. Corrosion Science, 53, 1794–1805.10.1016/j.corsci.2011.01.058
   Web of Science ®Google Scholar
• Xue, X., & Seki, H. (2010). Influence of longitudinal bar corrosion on shear behavior of RC beams. Journal of Advanced Concrete Technology, 8, 145–156.10.3151/jact.8.145
   Web of Science ®Google Scholar
• Yan, X.-K., Wang, T.-C., & Zhang, Y.-M. (2004). Shear strength of reinforced concrete beams under sea water. Transactions of Tianjin University, 10, 138–141.
   Google Scholar
• Yuan, Y., Ji, Y., & Shah, S. P. (2007). Comparison of two accelerated corrosion techniques for concrete structures. ACI Structural Journal, 104, 344–347.
   Web of Science ®Google Scholar
• Zhang, R., Castel, A., & François, R. (2010). Concrete cover cracking with reinforcement corrosion of RC beam during chloride-induced corrosion process. Cement and Concrete Research, 40, 415–425.10.1016/j.cemconres.2009.09.026
   Web of Science ®Google Scholar