Numerical interpretation of pressurized corroded cast iron pipe tests

Author:

Zhang Chunshun,Rathnayaka Suranji,Shannon Benjamin,Ji Jian,Kodikara Jayantha

Funder

Sydney Water Corporation

Water Research Foundation, Denver, USA

Melbourne Water

Water Corporation (WA)

UK Water Industry Research Ltd.

South Australia Water Corporation

South East Water

Hunter Water Corporation

City West Water

Queensland Urban Utilities

Monash University

University of Technology Sydney

University of Newcastle

National Science Foundation of China

Publisher

Elsevier BV

Subject

Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics,General Materials Science,Civil and Structural Engineering

Reference25 articles.

1. Strength and elastic properties of cast iron in tension, compression, flexure, and combined tension and flexure. Vol. Bulletin 127;Schlick,1936

2. Collaborative research on condition assessment and pipe failure prediction for critical water mains;Vitanage;Water Asset Manage Int,2014

3. Distributed fiber optic sensors for monitoring pressure and stiffness changes in out‐of‐round pipes;Lim;Struct Control Health Monit,2016

4. Factors contributing to large diameter water pipe failure;Rajeev;Water Asset Manag Int,2014

5. Hebor, M, Ricles, J. Residual Strength and Repair of Corroded Marine Tubulars. National Center for Engineering Research on Advanced Technology for Large Structural Systems, Report 1994(94-10).

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