Effect of Spatially Variable Pitting Corrosion on Structural Reliability of Prestressed Concrete Bridge Girders

Author:

Darmawan M S1,Stewart M G2

Affiliation:

1. Department of Civil Engineering, Surabaya Institute of Technology, Indonesia

2. Centre for Infrastructure Performance and Reliability, School of Engineering, The University of Newcastle, NSW

Publisher

Informa UK Limited

Subject

Mechanical Engineering,Mechanics of Materials,Civil and Structural Engineering

Reference5 articles.

1. AASHTO (2004). AASHTO LRFD Bridge Design Specification. Washington DC: AASHTO.

2. AS 5100 (2004), Bridge Design, Standards Australia, Homebush, New South Wales, Australia.

3. AS 1311 (1987), Steel Tendons for Prestressed Concrete-7-wire Stress-Relieved Steel Strand for Tendons in Prestressed Concrete, Standards Australia, Homebush, New South Wales, Australia.

4. ASTM G1-03 (2003), Standard Practice for Preparing, Cleaning, and Evaluating Corrosion Test Specimens, American Standard Testing Materials (ASTM), West Conshohocken, Pennsylvania, USA.

5. Darmawan MS. (2005), Spatial Time-Dependent Reliability Analysis of Pretensioned Prestressed Concrete Bridge Girder Subject to Pitting Corrosion. PhD Thesis. The University of Newcastle.

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