Developing a Performance Curve for Bar-Wrapped Concrete Cylinder Pipe Based on Residual Factor of Safety Methodology

Author:

Mady Rabia1

Affiliation:

1. Ontario Water–Linear Infrastructure, GHD Limited; Technical Director, Pipeline Condition Assessment, Mississauga, ON, Canada.

Publisher

American Society of Civil Engineers

Reference7 articles.

1. H. Bardakjian, and M. Murphy. Developing History and Characteristics of Bar-Wrapped Cylinder Pipe ASCE, 2013.

2. A. Alavinassab, M. Chandrasekaran, and E. Padewski. Failure Risk of Bar-Wrapped Pipe with Broken Bars and Corroded Cylinder ASCE, 2012.

3. Propagation of sound waves along liquid cylinders;Jacobi W. L.;J. Acoust. Soc. Am,1949

4. M. Najafi, G. Ramirez, R. Mielke, B. Keil, G. Davidenko, S. Rahman, and A. Jain. Design Analysis, and Full-Scale Testing of the Rolled Groove Gasket Joint System in AWWA C303 Bar-Wrapped, Steel Cylinder Concrete Pressure Pipe, 10.1061/(ASEC)PS.1949-1204.0000133, 2013.

5. Limit‐States Design of Prestressed Concrete Pipe. I: Criteria

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