Innovative strengthening technique using prestressed fibre wraps for bridge headstocks

Aravinthan, T. and Heldt, T. (2005) Innovative strengthening technique using prestressed fibre wraps for bridge headstocks. In: ASEC 2005: 6th Australian Structural Engineering Conference Structural engineering : preserving and building into the future , 11-14 Sep 2005, Newcastle, Australia.

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Abstract

On most short span bridges, headstocks are used to connect the bridge superstructure with the substructure. Deterioration of existing headstocks due to increased traffic loading and structural aging has become evident in many bridges in Australia and worldwide. The number of heavy trucks and traffic volume on these bridges have increased and exceeded the values used at the time of their design. Structural upgrades of headstocks usually require the existing headstock to be strengthened, both in shear and flexure, and the magnitude of increase is normally in the order of 100% of the original capacity. As such, there is an urgent need for strengthening bridge elements such as headstocks using appropriate strengthening technologies.

Item Type:Conference or Workshop Item (Commonwealth Reporting Category E) (Paper)
Additional Information:No evidence of copyright restrictions.
Uncontrolled Keywords:fibre reinforced plastic (FRP); strengthening techniques; bridge headstocks; bridges
Fields of Research (FOR2008):12 Built Environment and Design > 1204 Engineering Design > 120402 Engineering Design Knowledge
09 Engineering > 0905 Civil Engineering > 090506 Structural Engineering
09 Engineering > 0912 Materials Engineering > 091202 Composite and Hybrid Materials
Subjects:290000 Engineering and Technology > 290800 Civil Engineering > 290801 Structural Engineering
Socio-Economic Objective (SEO2008):B Ecomonic Development > 87 Construction > 8703 Construction Materials Performance and Processes > 870399 Construction Materials Performance and Processes not elsewhere classified
ID Code:558
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Deposited On:12 Feb 2008 14:07
Last Modified:08 May 2012 12:20

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