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contributor authorJiang, Weijie
contributor authorZhao, Jianping
date accessioned2017-05-09T01:23:14Z
date available2017-05-09T01:23:14Z
date issued2015
identifier issn0094-9930
identifier otherpvt_137_06_061203.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/159529
description abstractThe purpose of this study is to propose a safety assessment procedure for polyethylene (PE) pipe with local wallthinning defect. A uniaxial tensile test is performed to test the mechanical performance of PE. Then, the constitutive model for PE can be established. The limit load of the PE pipe with local wallthinning defect can be studied with the method of combining the orthogonal design of experiment and finite element (FE) analysis. Then, the factors of local wallthinning defect can be analyzed. The results show that the depth of the defect has a great effect on the limit load (internal pressure and bending moment) of PE pipe. The effects that the axial length of the defect and the circumferential length of the defect have on the limit load are not significant. Referring to the safety assessment of metal pipe proposed by GB/T196242004, a safety assessment for PE pipe with local wallthinning defect is revised.
publisherThe American Society of Mechanical Engineers (ASME)
titleCapacity Analysis and Safety Assessment of Polyethylene Pipeline With Local Wall Thinning Defect
typeJournal Paper
journal volume137
journal issue6
journal titleJournal of Pressure Vessel Technology
identifier doi10.1115/1.4030427
journal fristpage61203
journal lastpage61203
identifier eissn1528-8978
treeJournal of Pressure Vessel Technology:;2015:;volume( 137 ):;issue: 006
contenttypeFulltext


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