Suntharavadivel, Thuraichamy Guganesan and Aravinthan, Thiru (2007) Analytical studies on externally post tensioned concrete girders with existing shear cracks. In: 23rd Biennial Conference of the Concrete Institute of Australia: Concrete for Future, 18-20 October 2007, Adelaide, Australia.
In recent years, the important of the maintenance, rehabilitation, and strengthening of reinforced concrete bridges has increased due to various factors including increase in traffic volume and weight, structural aging and exposure to adverse environmental conditions. External post-tensioning is a suitable technique for rehabilitation or strengthening of concrete bridges. While external post tensioning have been effectively used for the flexural strengthening of existing bridges, recent experimental investigations have shown that the efficiency of the shear strengthening using external post tensioning is significantly reduced by the existing shear cracks. The effect of the existing shear cracks is a complex function depending on a number of parameters including width of the cracks, crack inclination, shear reinforcement ratio and concrete strength. In order to analytically investigate the effect of such shear cracks in externally post-tensioned bridge members, numerical analysis was carried out using ABAQUS software. This paper focuses on a simply supported reinforced concrete girder strengthened by external tendons with existing shear cracks. The accuracy of this type of analytical modelling is verified by comparing with the experimental results conducted on similar reinforced concrete girders.
|Item Type:||Conference or Workshop Item (Commonwealth Reporting Category E) (Paper)|
|Additional Information:||Awaiting publisher advice.|
|Uncontrolled Keywords:||external post tensioning, strengthening, shear crack, member capacity, repair, epoxy injection|
|Subjects:||290000 Engineering and Technology > 290800 Civil Engineering > 290801 Structural Engineering|
|Depositing User:||Mr T. G. Suntharavadivel|
|Date Deposited:||28 Feb 2008 12:10|
|Last Modified:||02 Jul 2013 22:48|
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