UM Closed-Form Solution App: An Analytical Framework and Predictive Tool for the Capacity Estimation of Pre-Stressed Concrete Cylinder Pipe with Broken Wires-Reference-Cited by-同舟云学术

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

Published:2024-08-30 Issue: Volume: Page:47-56
ISSN:
Container-title:Pipelines 2024
language:
Short-container-title:

Author:

Wang Wentao¹²³⁴⁵,Norton John¹²³⁴⁵,Lynch Jerome P.¹²³⁴⁵,King Todd W.¹²³⁴⁵,Bair Alan¹²³⁴⁵,Wolf Curt¹²³⁴⁵,Bell Graham E. C.¹²³⁴⁵

Affiliation:

1. Assistant Research Scientist, Dept. of Civil and Environmental Engineering, Univ. of Michigan, Ann Arbor, MI.

2. Director of Energy, Research, and Innovation, Great Lakes Water Authority, Detroit, MI.

3. Professor, Dept. of Civil and Environmental Engineering, Univ. of Michigan, Ann Arbor, MI.

4. Field Services Director, Great Lakes Water Authority, Detroit, MI.

5. Managing Director, UM Urban Collaboratory, Univ. of Michigan, Ann Arbor, MI.

Publisher

American Society of Civil Engineers

Link

https://ascelibrary.org/doi/pdf/10.1061/9780784485583.006

Reference20 articles.

1. American Water Works Association. (2008). Concrete Pressure Pipe: M9, American Water Works Association.

2. 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.

3. 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.

4. 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.

5. Folkman S. (2018). “Water main break rates in the USA and Canada: A comprehensive study.”