Numerical Simulation of Pipeline-Pavement Damage Caused by Explosion of Leakage Gas in Buried PE Pipelines
المؤلفون المشاركون
He, Li
Zhuohua, Yang
Qing, Ye
Zhenzhen, Jia
المصدر
العدد
المجلد 2020، العدد 2020 (31 ديسمبر/كانون الأول 2020)، ص ص. 1-18، 18ص.
الناشر
Hindawi Publishing Corporation
تاريخ النشر
2020-09-15
دولة النشر
مصر
عدد الصفحات
18
التخصصات الرئيسية
الملخص EN
In order to investigate the damage influence of the leakage explosion in urban gas pipeline on the surrounding environment, the numerical models of buried PE (polyethylene) pipes under urban pavement were established by using ANSYS/LS-DYNA in this study.
The reliability of the numerical models was verified on the basis of the explosion experiments.
According to the amount of gas leakage, the TNT explosive equivalent was determined.
The gas leakage explosion process of buried PE pipes was studied, and the pressure and stress changes of pipes and pavements under different explosive equivalents and buried depths were analyzed; at last, the deformation law of pipes and pavements were discussed.
The results show that the PE pipes are fractured during the leakage explosion and a spherical explosion cavity is formed in the soil.
The pavement above the explosion point bulges upward and forms a circle.
The maximum pressure of pipe near the explosion point increases linearly with the increase of explosive equivalent, and a proportional relation is observed between the fracture width of pipe and the explosive equivalent.
The degree and duration of pavement deformation increase significantly with the increase of explosive equivalents.
The dynamic response of the pipes is rarely affected by the buried depth, and the change of maximum effective stress is no more than 7%.
However, the buried depth is of great influence on the damage degree of pavement.
When the buried depth increases from 0.9 m to 1.5 m, the pavement deformation can be reduced effectively.
The variation rule of pavement deformation is similar to the change rule of maximum overpressure and effective plastic stress; they change in the form of concave functions with the increase of buried depth.
The results can provide theoretical basis for municipal pipeline construction design and urban safety planning and provide references for the risk assessment of gas explosion in buried pipelines.
نمط استشهاد جمعية علماء النفس الأمريكية (APA)
Zhuohua, Yang& Qing, Ye& Zhenzhen, Jia& He, Li. 2020. Numerical Simulation of Pipeline-Pavement Damage Caused by Explosion of Leakage Gas in Buried PE Pipelines. Advances in Civil Engineering،Vol. 2020, no. 2020, pp.1-18.
https://search.emarefa.net/detail/BIM-1121768
نمط استشهاد الجمعية الأمريكية للغات الحديثة (MLA)
Zhuohua, Yang…[et al.]. Numerical Simulation of Pipeline-Pavement Damage Caused by Explosion of Leakage Gas in Buried PE Pipelines. Advances in Civil Engineering No. 2020 (2020), pp.1-18.
https://search.emarefa.net/detail/BIM-1121768
نمط استشهاد الجمعية الطبية الأمريكية (AMA)
Zhuohua, Yang& Qing, Ye& Zhenzhen, Jia& He, Li. Numerical Simulation of Pipeline-Pavement Damage Caused by Explosion of Leakage Gas in Buried PE Pipelines. Advances in Civil Engineering. 2020. Vol. 2020, no. 2020, pp.1-18.
https://search.emarefa.net/detail/BIM-1121768
نوع البيانات
مقالات
لغة النص
الإنجليزية
الملاحظات
Includes bibliographical references
رقم السجل
BIM-1121768
قاعدة معامل التأثير والاستشهادات المرجعية العربي "ارسيف Arcif"
أضخم قاعدة بيانات عربية للاستشهادات المرجعية للمجلات العلمية المحكمة الصادرة في العالم العربي
تقوم هذه الخدمة بالتحقق من التشابه أو الانتحال في الأبحاث والمقالات العلمية والأطروحات الجامعية والكتب والأبحاث باللغة العربية، وتحديد درجة التشابه أو أصالة الأعمال البحثية وحماية ملكيتها الفكرية. تعرف اكثر