YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    View Item 
    •   YE&T Library
    • ASCE
    • Journal of Pipeline Systems Engineering and Practice
    • View Item
    •   YE&T Library
    • ASCE
    • Journal of Pipeline Systems Engineering and Practice
    • View Item
    • All Fields
    • Source Title
    • Year
    • Publisher
    • Title
    • Subject
    • Author
    • DOI
    • ISBN
    Advanced Search
    JavaScript is disabled for your browser. Some features of this site may not work without it.

    Archive

    Numerical Analyses of the Stress and Ultimate Bearing Capacity for Small-Diameter Gas Pipelines under Multiple-Wheel Heavy Vehicle

    Source: Journal of Pipeline Systems Engineering and Practice:;2023:;Volume ( 014 ):;issue: 004::page 04023032-1
    Author:
    Guoqiang Xia
    ,
    Kexi Liao
    ,
    Tengjiao He
    ,
    Guoxi He
    ,
    Dechen Liao
    DOI: 10.1061/JPSEA2.PSENG-1428
    Publisher: ASCE
    Abstract: Vehicle load is the most frequent live load on cross-highway pipelines. Cross-highway pipelines will bear great stress under the rolling action of heavy vehicles, which leads to pipeline failure and damage. However, the current vehicle–road model and the pipeline–soil model are calculated independently of each other, which cannot accurately solve the stress response of buried pipelines in the process of a vehicle rolling in real time. This paper solves this problem. To study the real-time influence of vehicle load, vehicle speed, rolling position, and other dynamic factors on pipelines’ stress, the ultimate bearing capacity of small-diameter gas pipelines under the action of a heavy vehicle rolling was quantified. This paper established the vehicle–pavement–pipeline model by combining Adams version 2020 and Abaqus version 2020, and the pipeline’s dynamic stress response and ultimate bearing capacity under vehicle load were simulated numerically. According to the actual working conditions on-site, an experimental system for buried pipelines was established, and the test was verified with a 7-m-long pipeline. Simulated and experimental results were compared, and showed good agreement. The research results show that the stress on the pipeline is positively related to the vehicle load and diameter. However, with the increase in vehicle speed, the stress on the pipeline tends to decrease. When the burial depth of the pipeline reaches 1.5 m, the protective effect of soil on the pipeline is weakened. The study also found that the internal pressure has a certain protective effect which can reduce the impact of vehicle load on stress increment. This is a new discovery: the closer the rolling position is to the centerline of the pipeline, the greater is the peak stress. Finally, an evaluation method of the ultimate bearing capacity of buried pipelines and the overload warning index is proposed based on the von Mises stress, and vehicle overload warning curves were established. The vehicle overload warning curves can be used to determine whether the current vehicle load will be harmful to the pipeline, or to design the maximum vehicle load of a section in preliminary work. On-site application showed that the vehicle overload warning curves have high accuracy and can provide some guidance for the safe operation of the pipeline.
    • Download: (6.767Mb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Numerical Analyses of the Stress and Ultimate Bearing Capacity for Small-Diameter Gas Pipelines under Multiple-Wheel Heavy Vehicle

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4294082
    Collections
    • Journal of Pipeline Systems Engineering and Practice

    Show full item record

    contributor authorGuoqiang Xia
    contributor authorKexi Liao
    contributor authorTengjiao He
    contributor authorGuoxi He
    contributor authorDechen Liao
    date accessioned2023-11-28T00:09:14Z
    date available2023-11-28T00:09:14Z
    date issued7/13/2023 12:00:00 AM
    date issued2023-07-13
    identifier otherJPSEA2.PSENG-1428.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4294082
    description abstractVehicle load is the most frequent live load on cross-highway pipelines. Cross-highway pipelines will bear great stress under the rolling action of heavy vehicles, which leads to pipeline failure and damage. However, the current vehicle–road model and the pipeline–soil model are calculated independently of each other, which cannot accurately solve the stress response of buried pipelines in the process of a vehicle rolling in real time. This paper solves this problem. To study the real-time influence of vehicle load, vehicle speed, rolling position, and other dynamic factors on pipelines’ stress, the ultimate bearing capacity of small-diameter gas pipelines under the action of a heavy vehicle rolling was quantified. This paper established the vehicle–pavement–pipeline model by combining Adams version 2020 and Abaqus version 2020, and the pipeline’s dynamic stress response and ultimate bearing capacity under vehicle load were simulated numerically. According to the actual working conditions on-site, an experimental system for buried pipelines was established, and the test was verified with a 7-m-long pipeline. Simulated and experimental results were compared, and showed good agreement. The research results show that the stress on the pipeline is positively related to the vehicle load and diameter. However, with the increase in vehicle speed, the stress on the pipeline tends to decrease. When the burial depth of the pipeline reaches 1.5 m, the protective effect of soil on the pipeline is weakened. The study also found that the internal pressure has a certain protective effect which can reduce the impact of vehicle load on stress increment. This is a new discovery: the closer the rolling position is to the centerline of the pipeline, the greater is the peak stress. Finally, an evaluation method of the ultimate bearing capacity of buried pipelines and the overload warning index is proposed based on the von Mises stress, and vehicle overload warning curves were established. The vehicle overload warning curves can be used to determine whether the current vehicle load will be harmful to the pipeline, or to design the maximum vehicle load of a section in preliminary work. On-site application showed that the vehicle overload warning curves have high accuracy and can provide some guidance for the safe operation of the pipeline.
    publisherASCE
    titleNumerical Analyses of the Stress and Ultimate Bearing Capacity for Small-Diameter Gas Pipelines under Multiple-Wheel Heavy Vehicle
    typeJournal Article
    journal volume14
    journal issue4
    journal titleJournal of Pipeline Systems Engineering and Practice
    identifier doi10.1061/JPSEA2.PSENG-1428
    journal fristpage04023032-1
    journal lastpage04023032-17
    page17
    treeJournal of Pipeline Systems Engineering and Practice:;2023:;Volume ( 014 ):;issue: 004
    contenttypeFulltext
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian
     
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian