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contributor authorWang, Shenghai
contributor authorFerri, Aldo
contributor authorSinghose, William
date accessioned2019-02-28T11:13:41Z
date available2019-02-28T11:13:41Z
date copyright3/7/2018 12:00:00 AM
date issued2018
identifier issn0022-0434
identifier otherds_140_08_081001.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4254060
description abstractWhen laying down a long slender beam from a near-vertical orientation, to a horizontal position on a flat surface, the payload may slip and move suddenly in unintended and unpredictable ways. This occurs during crane operations when the movements of the overhead trolley and lowering of the hoist cable are not properly coordinated. The payload's unintended sliding can potentially cause damage and injure people. This paper presents static and dynamic analyses of slender-beam payload lay-down operations that establish a structured method to predict the safe conditions for lay-down operations. Also, a new method to measure the friction coefficient of surface-to-line contact is proposed. Lay-down experiments are carried out to verify the theoretical predictions.
publisherThe American Society of Mechanical Engineers (ASME)
titleSlipping Dynamics of Slender-Beam Payloads During Lay-Down Operations
typeJournal Paper
journal volume140
journal issue8
journal titleJournal of Dynamic Systems, Measurement, and Control
identifier doi10.1115/1.4039154
journal fristpage81001
journal lastpage081001-10
treeJournal of Dynamic Systems, Measurement, and Control:;2018:;volume( 140 ):;issue: 008
contenttypeFulltext


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