ABSTRACT
Field evidence revealed that buried cast iron water pipes can deteriorate through large localized corrosion patches with lengths greater than 1 m, formed by a cluster of small pits. This study investigated the effect of large corrosion patches on the performance of large-diameter cast iron pipes. Although large corrosion patches are highly irregular in nature, they were idealized as semi-ellipsoids. To validate the approximation of corrosion patch geometries with semi-ellipsoids, comparison of finite element models of scanned corroded pipe geometries with the approximated semi-ellipsoidal patches on the same pipes were conducted. Following this validation, parametric studies were performed, which covered a wide range of the pipe and patch dimensions. Based on the finite element analysis, an equation for stress concentration factors was derived and is presented in this paper. This development will significantly assist the pipe engineers and asset managers in the condition assessment of corroded cast iron pipelines.
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No potential conflict of interest was reported by the authors.
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Notes on contributors
Guoyang Fu
Guoyang Fu is a research fellow in Civil Engineering at Monash University. His research focuses on life-cycle analysis of deteriorated infrastructure.
Chunshun Zhang
Chunshun Zhang is a lecturer in Civil Engineering at Monash University. His research focuses on infrastructure geomechanics.
Ravin Deo
Ravin Deo is a research fellow in Civil Engineering at Monash University. His research is in engineering geophysics.
Suranji Rathnayaka
Suranji Rathnayaka is an engineer in City West Water, Melbourne and visiting lecturer at Monash University. He specializes in asset management.
Benjamin Shannon
Benjamin Shannon is a research associate in Civil Engineering at Monash University. His research focuses on pipe design and renovation.
Jayantha Kodikara
Professor Jayantha Kodikara is the Deputy Head in the Department of Civil Engineering, Monash University and the Director of ARC Smart Pavements Hub.