Parametric Investigation on the Arresting of Dynamic Buckle Propagation in Pipelines

سال انتشار: 1395
نوع سند: مقاله کنفرانسی
زبان: انگلیسی
مشاهده: 545

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شناسه ملی سند علمی:

ICCACS01_006

تاریخ نمایه سازی: 25 آذر 1395

چکیده مقاله:

Local buckles induced by excessive force on specific part of pipeline can locally reduce the collapse pressure of a pipeline and cause local failure. This, in turn, can initiate a buckle which propagates at high speed and has the potential of destroying the whole line. Periodic placement of buckle arrestors along the pipeline can ensure that collapse only effect the length of pipe between two arrestors on either side of the initiation site. In the present study, the propagation and arresting of dynamic buckle are modeled using the finite element method. For the post buckling analysis, the material and geometrical nonlinearity are considered. The effects of different diameter to thickness ratio of pipeline (D/t), arrestor’s thickness to pipe’s thickness ratio (h/t), and arrestor’s length to pipe’s diameter ratio (La/D)on cross over pressure, speed of dynamic bucke propagation have been evaluated.

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نویسندگان

E Dadkhah

PH.D student of Tabriz University, Department of Civil Engineering, Earthquake Engineering

M kheirollahi

PH.D student of Sahand University of Technology, Department of Civil Engineering, Structural Engineering

Hassan sani

Master Graduated of Tabriz University, Department of Civil Engineering, Hydraulic Structures

Farhad Alizadeh Afshar

M.Sc ,Civil Engineering

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