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    Numerical Investigation of the Thermal Response and Mechanical Behavior of Water Distribution Pipelines Subjected to Extreme Cold Waves

    Source: Journal of Pipeline Systems Engineering and Practice:;2025:;Volume ( 016 ):;issue: 002::page 04025011-1
    Author:
    Qunfang Hu
    ,
    Olawale Ayinde
    ,
    Fei Wang
    ,
    Delu Che
    ,
    Zhan Su
    DOI: 10.1061/JPSEA2.PSENG-1735
    Publisher: American Society of Civil Engineers
    Abstract: Water distribution pipelines are crucial infrastructures responsible for delivering safe and reliable drinking water to communities. However, their vulnerability to extreme climate events poses significant challenges to safety and structural integrity. Recent observations have revealed a surge in pipe failures during periods of cold waves, emphasizing the need to understand and mitigate these risks. While extensive research has focused on statistical analysis of pipe failures due to low temperatures, limited attention has been given to the mechanical behavior of pipelines under thermal-induced stress during a cold wave. In response, this study develops a 3D finite-element model to investigate the thermal responses and mechanical behavior of buried water distribution pipelines subjected to cold-wave conditions. Key parameters, such as the temperature difference between the interior and exterior of the pipe, the rate of reduction in soil temperature, the pipe wall thickness, and internal water pressure, are examined to understand their effects on pipeline stress, strain, and displacement. Results indicate that as the pipe temperature decreases, the pipe contracts, particularly affecting the springline. As time progresses and the pipe temperature decreases further, the pipeline stress changes from tension to compression. According to the parametric study results, a temperature difference of approximately 18°C leads to an axial strain and Mises stress increase of about 85% and 6.5%, respectively. Conversely, an increased rate of reduction in pipe temperature has a minimal effect on pipeline stress but highly impacts pipeline displacements. Increasing the pipe wall thickness from 9 mm to 21 mm effectively reduces pipeline stress by a significant 102.8%, while axial strain decreases by about 17.4%. Additionally, increase in internal water pressure results in elevated pipeline stress but reduced displacement. These findings highlight the importance of considering thermal-mechanical interactions in water distribution pipelines during cold waves to prevent potential failures and ensure operational integrity.
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      Numerical Investigation of the Thermal Response and Mechanical Behavior of Water Distribution Pipelines Subjected to Extreme Cold Waves

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    contributor authorQunfang Hu
    contributor authorOlawale Ayinde
    contributor authorFei Wang
    contributor authorDelu Che
    contributor authorZhan Su
    date accessioned2025-08-17T23:05:13Z
    date available2025-08-17T23:05:13Z
    date copyright5/1/2025 12:00:00 AM
    date issued2025
    identifier otherJPSEA2.PSENG-1735.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4307883
    description abstractWater distribution pipelines are crucial infrastructures responsible for delivering safe and reliable drinking water to communities. However, their vulnerability to extreme climate events poses significant challenges to safety and structural integrity. Recent observations have revealed a surge in pipe failures during periods of cold waves, emphasizing the need to understand and mitigate these risks. While extensive research has focused on statistical analysis of pipe failures due to low temperatures, limited attention has been given to the mechanical behavior of pipelines under thermal-induced stress during a cold wave. In response, this study develops a 3D finite-element model to investigate the thermal responses and mechanical behavior of buried water distribution pipelines subjected to cold-wave conditions. Key parameters, such as the temperature difference between the interior and exterior of the pipe, the rate of reduction in soil temperature, the pipe wall thickness, and internal water pressure, are examined to understand their effects on pipeline stress, strain, and displacement. Results indicate that as the pipe temperature decreases, the pipe contracts, particularly affecting the springline. As time progresses and the pipe temperature decreases further, the pipeline stress changes from tension to compression. According to the parametric study results, a temperature difference of approximately 18°C leads to an axial strain and Mises stress increase of about 85% and 6.5%, respectively. Conversely, an increased rate of reduction in pipe temperature has a minimal effect on pipeline stress but highly impacts pipeline displacements. Increasing the pipe wall thickness from 9 mm to 21 mm effectively reduces pipeline stress by a significant 102.8%, while axial strain decreases by about 17.4%. Additionally, increase in internal water pressure results in elevated pipeline stress but reduced displacement. These findings highlight the importance of considering thermal-mechanical interactions in water distribution pipelines during cold waves to prevent potential failures and ensure operational integrity.
    publisherAmerican Society of Civil Engineers
    titleNumerical Investigation of the Thermal Response and Mechanical Behavior of Water Distribution Pipelines Subjected to Extreme Cold Waves
    typeJournal Article
    journal volume16
    journal issue2
    journal titleJournal of Pipeline Systems Engineering and Practice
    identifier doi10.1061/JPSEA2.PSENG-1735
    journal fristpage04025011-1
    journal lastpage04025011-22
    page22
    treeJournal of Pipeline Systems Engineering and Practice:;2025:;Volume ( 016 ):;issue: 002
    contenttypeFulltext
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