Influence of Both Stirrup Spacing and Anchorage Performance on Residual Strength of Corroded RC Beams
Authors:
- 24 October 2011
- journal article
- Published by Japan Concrete Institute in Journal of Advanced Concrete Technology
- Vol. 9 (3) , 261-275
Abstract
No abstract availableThis publication has 5 references indexed in Scilit:
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- Serviceability Reliability of Reinforced Concrete Beams with Corroded ReinforcementJournal of Structural Engineering, 2009
- Study on Residual Flexural Strength of RC Beams with Corrosion of ReinforcementConcrete Research and Technology, 2006
- Capacity Loss Due to Corrosion in Steel‐Girder BridgesJournal of Structural Engineering, 1989