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contributor authorFantuzzi, Nicholas
contributor authorBorgia, Fabio
date accessioned2019-03-17T11:23:00Z
date available2019-03-17T11:23:00Z
date copyright1/17/2019 12:00:00 AM
date issued2019
identifier issn0892-7219
identifier otheromae_141_04_041604.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4256942
description abstractPistons are fundamental structural elements in any engineering practices such as mechanical, civil, aerospace, and offshore engineering. Their strength strongly depends on buckling load, and such information is a major requirement in the design process. Euler's linear buckling equation is the most common and most used model in design. It is well suited for linear elastic members without geometrical imperfections and nonlinear behavior. Several analytical and experimental investigations of typical hydraulic cylinders have been carried out through the years but most of the available standards still use a linear approach with many simplifications. Pistons are slender beams with not-uniform cross section, which need a stronger effort than the classical Euler's approach. The present paper aims to discuss limitations of current DNV standards for piston design in offshore technologies when compared to classical numerical approaches and reference results provided by the existing literature.
publisherThe American Society of Mechanical Engineers (ASME)
titleTheoretical and Applied Insights on Pistons Buckling According to DNV Regulation
typeJournal Paper
journal volume141
journal issue4
journal titleJournal of Offshore Mechanics and Arctic Engineering
identifier doi10.1115/1.4041999
journal fristpage41604
journal lastpage041604-10
treeJournal of Offshore Mechanics and Arctic Engineering:;2019:;volume( 141 ):;issue: 004
contenttypeFulltext


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