Chapter
Aug 30, 2024

UM Closed-Form Solution App: An Analytical Framework and Predictive Tool for the Capacity Estimation of Pre-Stressed Concrete Cylinder Pipe with Broken Wires

ABSTRACT

Pre-stressed Concrete Cylinder Pipes (PCCPs) are critical components of water distribution systems, providing a reliable conduit for the transportation of clean water to communities worldwide. However, the structural integrity of PCCPs can be compromised when they experience wire breakages due to various factors, including age, corrosion, and external loading. Accurate estimation of the remaining load-carrying capacity of PCCPs with broken wires is essential for assessing their structural health and making informed decisions regarding maintenance, repair, or replacement. In this paper, the authors present a novel analytical framework based on three-dimensional elasticity and develop a predictive tool, UM Closed-Form Solution App, for estimating the capacity of PCCPs with broken wires. The App integrates mathematical modeling, closed-form solutions, and user-designed functions to provide a comprehensive and user-friendly platform for engineers and asset managers in the field of civil and environmental engineering. A refined finite element (FE) model and two groups of FE results were used to validate the functionality up to include the yield state. This model estimates yield limit, instead of ultimate strength, to improve functionality of the tool. The results show that the UM Closed-Form Solution App represents a significant advancement in the field of PCCP assessment and management, offering a cost-effective alternative tool for infrastructure stakeholders to make informed decisions regarding the rehabilitation and maintenance of PCCPs with broken wires.

Get full access to this chapter

View all available purchase options and get full access to this chapter.

REFERENCES

American Water Works Association. (2008). Concrete Pressure Pipe: M9, American Water Works Association.
Bell, G. E., and P. Paulson. (2010). Measurement and analysis of PCCP wire breaks, slips, and delaminations. Pipelines 2010: Climbing New Peaks to Infrastructure Reliability: Renew, Rehab, and Reinvest: 1016–1024.
Crook, J., and G. J. Henry. (2009). The Need to Proceed: Condition Assessment of 60-Inch PCCP in Houston, Texas. Pipelines 2009: Infrastructure’s Hidden Assets: 151–159.
Fisk, P. S., and J. Marshall. (2010). Detecting deteriorating thinning PCCP pipe mortar coating. Pipelines 2010: Climbing New Peaks to Infrastructure Reliability: Renew, Rehab, and Reinvest: 920–924.
Folkman, S. (2018). “Water main break rates in the USA and Canada: A comprehensive study.”
Ge, S. (2016). Development of a Numerical Model to Analyze the Condition of Prestressed Concrete Cylinder Pipe (PCCP), Virginia Tech.
Ge, S., and S. Sinha. (2014). “Failure analysis, condition assessment technologies, and performance prediction of prestressed-concrete cylinder pipe: State-of-the-art literature review.” 28(3): 618–628.
Gomez, R., D. Muñoz, R. Vera, and J. A. Escobar. (2004). Structural model for stress evaluation of Prestressed concrete pipes of the Cutzamala system. Pipeline Engineering and Construction: What’s on the Horizon?: 1–9.
Hajali, M., A. Alavinasab, and C. A. Shdid. (2015). “Effect of the location of broken wire wraps on the failure pressure of prestressed concrete cylinder pipes.” Structural Concrete 16(2): 297–303.
Heger, F. J., M. S. Zarghamee, and W. R. Dana. (1990). “Limit-states design of prestressed concrete pipe. I: Criteria.” 116(8): 2083–2104.
Holley, M., R. Diaz, and M. Giovanniello. (2001). Acoustic monitoring of prestressed concrete cylinder pipe: A case history. Pipelines 2001: Advances in Pipelines Engineering and Construction: 1–9.
Hu, B., H. Fang, F. Wang, and K. Zhai. (2019). “Full-scale test and numerical simulation study on load-carrying capacity of prestressed concrete cylinder pipe (PCCP) with broken wires under internal water pressure.” Engineering Failure Analysis 104: 513–530.
Kong, X., and B. Mergelas. (2009). Best Practices in the Condition Assessment of Water Transmission Mains. ICPTT 2009: Advances and Experiences with Pipelines and Trenchless Technology for Water, Sewer, Gas, and Oil Applications: 66–73.
Kong, X., V. Nguyen, and R. Mascarenhas. (2011). “Recent advances in pipe wall assessment technology.” Pipelines 2011: A Sound Conduit for Sharing Solutions: 714–724.
Romer, A. E., G. E. Bell, and R. D. Ellison. (2007). Failure of prestressed concrete cylinder pipe. Pipelines 2007: Advances and Experiences with Trenchless Pipeline Projects: 1–17.
Semanuik, S. M., and B. Mergelas. (2006). Comparison of identified distress in CCP pipelines operated by water utilities in North America. Pipelines 2006: Service to the Owner: 1–8.
Zarghamee, M. S., D. W. Eggers, R. Ojdrovic, and B. Rose. (2003). Risk analysis of prestressed concrete cylinder pipe with broken wires. New Pipeline Technologies, Security, and Safety: 599–609.
Zarghamee, M. S., Ö. O. Erbay, D. W. Eggers, and D. R. Kendall. (2006). Ultimate strength prediction of steel liners using nonlinear finite element analysis. Pipelines 2006: Service to the Owner: 1–9.
Zarghamee, M. S., and K.-L. Fok. (1990). “Analysis of prestressed concrete pipe under combined loads.” Journal of Structural Engineering 116(7): 2022–2039.
Zarghamee, M. S., K.-L. Fok, and E. S. Sikiotis. (1990). “Limit-states design of prestressed concrete pipe. II: Procedure.” 116(8): 2105–2126.

Information & Authors

Information

Published In

Go to Pipelines 2024
Pipelines 2024
Pages: 47 - 56

History

Published online: Aug 30, 2024

Permissions

Request permissions for this article.

ASCE Technical Topics:

Authors

Affiliations

Wentao Wang, Ph.D. [email protected]
1Assistant Research Scientist, Dept. of Civil and Environmental Engineering, Univ. of Michigan, Ann Arbor, MI. Email: [email protected]
John Norton Jr., Ph.D., P.E. [email protected]
2Director of Energy, Research, and Innovation, Great Lakes Water Authority, Detroit, MI. Email: [email protected]
Jerome P. Lynch, Ph.D. [email protected]
3Professor, Dept. of Civil and Environmental Engineering, Univ. of Michigan, Ann Arbor, MI. Email: [email protected]
Todd W. King, P.E. [email protected]
4Field Services Director, Great Lakes Water Authority, Detroit, MI. Email: [email protected]
Curt Wolf, P.E. [email protected]
5Managing Director, UM Urban Collaboratory, Univ. of Michigan, Ann Arbor, MI. Email: [email protected]
Graham E. C. Bell, Ph.D., P.E. [email protected]
6Research Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Tennessee, Knoxville, TN. Email: [email protected]

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.

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Paper
$35.00
Add to cart
Buy E-book
$104.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Paper
$35.00
Add to cart
Buy E-book
$104.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share