Characterization of Prestressed Concrete Cylinder Pipe by Resonance Acoustic Spectroscopy
Publication: Journal of Pipeline Systems Engineering and Practice
Volume 6, Issue 1
Abstract
Prestressed concrete cylinder pipe (PCCP) is a composite pipe structure commonly used for high-pressure water transmission. If these pipes deteriorate, they can cause a water main break, which can cause extensive property damage and compromise the potable water system. Accordingly, there has been considerable interest in developing reliable nondestructive evaluation (NDE) techniques capable of identifying damaged pipes prior to rupture. In the current study, a series of finite-element and experimental studies are undertaken to establish the groundwork for an acoustic resonance–based NDE method capable of characterizing the earliest stage of deterioration in PCCP associated with damage to its outermost layer.
Get full access to this article
View all available purchase options and get full access to this article.
Acknowledgments
This work was supported by a grant from the Ontario Centres of Excellence and ANDEC MFG LTD, 124 Skyway Ave., Toronto, Ontario, Canada, M9 W 4Y9. Experimental studies were conducted in collaboration with MUNRO LTD, 8807 Simcoe Road 56, Utopia, Ontario, Canada, L0M 1T0, and the National Research Council Canada’s Institute for Research in Construction, 1200 Montreal Road, Building M-20 Ottawa, Ontario, K1A0R6 Canada.
References
Ahmadi, G., Alavinasab, A., and Jha, R. (2011). “Damage identification based on modal analysis of prestressed concrete pipes.” Pipelines 2011, ASCE, Reston, VA, 12–23.
Altenbach, H., Altenbach, J., and Kissing, W. (2004). Mechanics of composite structural elements, Springer, Berlin, 16–90.
Al Wardany, R. (2008). “Condition assessment of prestressed concrete cylindrical water pipes.” 60th Annual WCWWA Conf. and Trade Show, National Research Council of Canada, Regina, SK, Canada, 1–9.
American National Standards Institute/American Water Works Association. (2007a). “Standard for prestressed concrete pressure pipe, steel-cylinder type.”, Denver, CO.
American National Standards Institute/American Water Works Association. (2007b). “Standard for design of prestressed concrete cylinder pipe.”, Denver, CO.
ASTM. (2008). “Standard specification for steel wire, hard-drawn for prestressed concrete pipe.” A648, West Conshohocken, PA.
Clift, J. S. (1991). “PCCP—A perspective on performance.” American Water Works Association National Conf., AWWA, Philadelphia.
COMSOL Multiphysics [Computer software]. Burlington, MA, COMSOL.
Datta, S. K., and Shah, A. H. (2009). Elastic waves in composite media and structures: With applications to nondestructive evaluation, CRC Press, Boca Raton, FL.
Eggers, D., Ojdrovic, R., and Zarghamee, M. (2002). “Finite-element modeling of failure of PCCP with broken wires subjected to combined loads.” Pipelines 2002, ASCE, Reston, VA, 1–17.
Enjilela, E., and Honarvar, F. (2006). “Resonance acoustic spectroscopy.” Handbook of applied solid state spectroscopy, Springer, New York, 351–407.
Fisk, P., and Marshall, J. (2010). “Detecting deteriorating thinning PCCP pipe mortar coating.” Pipelines 2010, ASCE, Reston, VA, 920–924.
Fitamant, F. T., Lewis, R. A., Tanzi, D. J., and Wheatley, M. (2004). “PCCP sanitary sewer force main evaluation and management—A case study.” Pipeline Engineering and Construction, Vol. 146, ASCE, Reston, VA, 1–10.
Gilmour, R. S. (2002). Guidebook on non-destructive testing of concrete structures, Int. Atomic Energy Agency, Vienna, Austria.
Hamidzadeh, H. R., and Jazar, R. N. (2010). Vibrations of thick cylindrical structures, Springer, New York.
Jana, D., and Lewis, R. A. (2004). “Acid attack on PCCP mortar coating.” Proc., ASCE Pipeline Div. Specialty Congress, Vol. 146, ASCE, Reston, VA, 1–10.
Kausel, E. (2006). Fundamental solutions in elastodynamics: A compendium, Cambridge University Press, New York.
Migliori, A., and Sarrao, J. L. (1997). Resonant ultrasound spectroscopy:Applications to physics, materials measurements and nondestructive evaluation, Wiley, New York.
Nardini, P. D., Ojdrovic, R. P., and Zarghamee, M. S. (2012). Best practices manual for prestressed concrete pipe assessment: What works? What doesn’t? What’s next?, Water Research Foundation, Denver, CO.
Ojdrovic, R., and Zarghamee, M. (2001). “Risk assessment and repair priority of PCCP with broken wires.” Pipelines 2001, ASCE, Reston, VA, 1–8.
Psiachos, D. (2001). “An analytical model for the eddy current inspection of broken prestressing windings in prestressed concrete pressure pipe.” M.S. thesis, Queen’s Univ., Kingston, ON, Canada.
Valiente, A. (2001). “Stress corrosion failure of large diameter pressure pipelines of prestressed concrete.” Eng. Fail. Anal., 8(3), 245–261.
Information & Authors
Information
Published In
Copyright
© 2014 American Society of Civil Engineers.
History
Received: Jun 19, 2013
Accepted: Jun 2, 2014
Published online: Aug 7, 2014
Discussion open until: Jan 7, 2015
Published in print: Feb 1, 2015
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.