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contributor authorKarampour
contributor authorHassan;Alrsai
contributor authorMahmoud;Khalilpasha
contributor authorHossein;Albermani
contributor authorFaris
date accessioned2022-08-18T13:04:14Z
date available2022-08-18T13:04:14Z
date copyright2/10/2022 12:00:00 AM
date issued2022
identifier issn0892-7219
identifier otheromae_144_3_031802.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4287377
description abstractA series of physical tests and finite element (FE) analyses are conducted to evaluate the failure of smooth (conventional) and textured (proposed concept) pipes. To do so, hydrostatic pressure tests are performed on aluminum beverage cans (ductile failure) and additively manufactured Ti6Al4V-0406 titanium pipes (brittle failure). Mechanical material properties are obtained from tensile tests of coupon samples. In the absence of physical burst pressure tests, FE models are validated against experimental results of external pressure tests and are used to predict the buckle initiation (Pi) and burst pressure (Pb) capacity of the textured pipes with different number of circumferential triangles, N, and base angles, α. Results show that buckle initiation pressures of the textured concept is 2.34 and 1.80 times greater than those of the smooth aluminum cans and titanium pipes, respectively. However, the burst pressure of the textured pipe can only get 3% greater than the smooth pipe. Based on the current results, a textured pipe with N = 6 and α = 30 deg is the optimum textured design.
publisherThe American Society of Mechanical Engineers (ASME)
titleExperimental and Numerical Assessment on Failure Pressure of Textured Pipelines
typeJournal Paper
journal volume144
journal issue3
journal titleJournal of Offshore Mechanics and Arctic Engineering
identifier doi10.1115/1.4052475
journal fristpage31802-1
journal lastpage31802-13
page13
treeJournal of Offshore Mechanics and Arctic Engineering:;2022:;volume( 144 ):;issue: 003
contenttypeFulltext


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