Strengthening of the West Gate bridge with carbon fibre composites - a proof engineer’s perspective

Author:

Kalra Rajiv1,Neubauer Uwe2

Affiliation:

1. Hyder Consulting (Australia) Pty Ltd

2. Technical University Braunschweig,, Germany

Publisher

Informa UK Limited

Subject

Civil and Structural Engineering

Reference11 articles.

1. Hardcastle & Richards: West Gate Bridge Concrete Approach Spans. Vehicular Loading Assessment Draft Report, 16 February 2000.

2. Hardcastle & Richards: West Gate Bridge Concrete Approach Spans. Western Approach with 5 Lanes Eastbound. Costing of Strengthening Operations, 9 August 2000.

3. Neubauer, U.: Verbundtragverhalten geklebter Lamellen aus Kohlenstoffaser - Verbundwerkstoff zur Verstärkung von Betonbauteilen” (Bond Behaviour of Plates of Carbon Fiber Reinforced Plastics for the Strengthening of Concrete Structures). PhDthesis, Technical UniversityBraunschweig, August 2000

4. Neubauer, U., Rostásy, F. S: Debonding mechanism and model for CFRP-plates as external reinforcement for concrete members. International Conference Composites in Construction CCC 2001, Porto, 2001

5. Blaschko, M.: Zum Tragverhalten von Betonbauteilen mit in Schlitze eingeklebten CFK-Lamellen. Doctoral thesis, Technical University München, 2000

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