DocumentCode
3692878
Title
Condition assessment of large diameter seawater Concrete Pipes
Author
Riad Al Wardany
Author_Institution
Civil Engineering Department, Rafik Hariri University National Research Council Canada, Mechref, Lebanon
fYear
2015
fDate
4/1/2015 12:00:00 AM
Firstpage
1
Lastpage
4
Abstract
Concrete-lined steel pipes, such as Prestressed Concrete Cylinder Pipes (PCCP) are vital infrastructure for refineries and power plants. They have generally large diameters (>1.5m) and are used to convey seawater for cooling systems and heat exchangers. Seawater concrete pipes suffer from a variety of problems such as concrete deterioration and corrosion of the steel inner core and the prestressing wires. These problems affect the structural integrity of the pipes and may lead to their catastrophic failure and the costly shutdown of the refinery. The assessment of the actual conditions of seawater concrete pipes is essential for refinery managers and engineers to plan maintenance work and thus assure continuous functioning of their plants. This paper presents the development of a new nondestructive testing method for the inspection of PCCP. The method uses circumferential guided waves to detect distress in the concrete pipe at the tested location. The obtained results show a method of high potential that if automated, can rapidly scan seawater concrete pipes for structural distress without taking the pipes out of service.
Keywords
"Concrete","Steel","Wires","Corrosion","Maintenance engineering","Coatings","Electromagnetics"
Publisher
ieee
Conference_Titel
Gas and Oil Conference (MedGO), 2015 International Mediterranean
Type
conf
DOI
10.1109/MedGO.2015.7330332
Filename
7330332
Link To Document