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contributor authorEL
contributor authorYounan, Maher Y. A.
contributor authorSallam, Hossam E. M.
contributor authorAbdel
date accessioned2017-05-09T01:11:57Z
date available2017-05-09T01:11:57Z
date issued2014
identifier issn0094-9930
identifier otherpvt_136_03_031202.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/156132
description abstractThe aim of this paper is to investigate the effect of crack depth a/W = 0–0.4 and load angle (30 deg, 45 deg, and 60 deg) on the limit load of miter pipe bends (MPB) under outofplane bending moment with a crosshead speed 500 mm/min. The geometry of cracked and uncracked multi miter pipe bends are: bend angle, خ±â€‰= 90 deg, pipe bend factor, h = 0.844, standard dimension ratio, SDR = 11, and three junctions, m = 3. The material of the investigated pipe is a highdensity polyethylene (HDPE), which is applied in natural gas piping systems. Buttfusion welding is used to produce the welds in the miter pipe bends. An artificial crack is produced by a special cracking device. The crack is located at the crown side of the miter pipe bend, such that the crack is collinear with the direction of the applied load. The crack depth ratio, a/W = 0, 0.1, 0.2, 0.3, and 0.4 for outofplane bending moment “i.e., loading angle د• = 0 degâ€‌. For each outofplane bending moment and all closing and opening load angles the limit load is obtained by the tangent intersection method (TI) from the load deflection curves produced by the specially designed and constructed testing machine at the laboratory (Mechanical Design Department, Faculty of Engineering, Mataria, Helwan University, Cairo/Egypt). For each outofplane bending moment case, the experimental results reveals that increasing crack depth leads to a decrease in the stiffness and limit load of MPB. In case of combined load (outofplane and inplane opening; mode) higher load angles lead to an increase in the limit load. The highest limit load value appears at a loading angle equal, د• = 60 deg. In case of combined load (outofplane and inplane closing; mode) the limit load decreases upon increasing the load angle. On the other hand, higher limit load values appear at a specific loading angle equal د• = 30 deg. For combined load opening case; higher values of limit load are obtained. Contrarily, lower values are obtained in the closing case.
publisherThe American Society of Mechanical Engineers (ASME)
titleEffect of Load Angle on Limit Load of Polyethylene Miter Pipe Bends 1
typeJournal Paper
journal volume136
journal issue3
journal titleJournal of Pressure Vessel Technology
identifier doi10.1115/1.4026069
journal fristpage31202
journal lastpage31202
identifier eissn1528-8978
treeJournal of Pressure Vessel Technology:;2014:;volume( 136 ):;issue: 003
contenttypeFulltext


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