O'FLAHERTY, Fin, MANGAT, Pal, LAMBERT, Paul and BROWNE, Elena (2008). Effect of under-reinforcement on the flexural strength of corroded beams. Materials and structures, 41 (2), 311-321.
Oflaherty_Effect_of_under_reinforcement_2008.pdf - Accepted Version
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Reinforced concrete beams are normally designed as under-reinforced to provide ductile behaviour i.e. the tensile moment of resistance, Mt(0) is less than the moment of resistance of the compressive zone, Mc. The degree of under-reinforcement (Mt(0)/Mc ratio) can depend upon the preferences of the designer in complying with design and construction constraints, codes and availability of steel reinforcement diameters and length. Mt(0)/Mc is further influenced during service life by corrosion which decreases Mt(0). The paper investigates the influence of Mt(0)/Mc on the residual flexural strength of corroded beams and determines detailing parameters (e.g. size and percentage of steel reinforcement, cover) on Mt(0)/Mc. Corroded reinforced concrete beams (100 mm · 150 mm deep) with varying Mt(0)/Mc ratios were tested in flexure. The results of the investigation were combined with the results of similar work by other researchers and show that beams with lower Mt(0)/Mc ratios suffer lower flexural strength loss when subjected to tensile reinforcement corrosion. Cover to the main steel does not directly influence Mt(0)/Mc and, thus, the residual flexural strength of corroded beams is not normally affected by increased cover. A simplified expression for estimating the residual strength of corroded beams is also given.
|Uncontrolled Keywords:||Under-reinforced ; Corrosion ; Flexural ; Durability ; Structural|
|Research Institute, Centre or Group:||Materials and Engineering Research Institute > Structural Materials and Integrity Research Centre > Centre for Infrastructure Management|
|Depositing User:||Fin O'Flaherty|
|Date Deposited:||09 Feb 2011 13:33|
|Last Modified:||20 Aug 2015 07:35|
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