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dc.contributor.authorYang, Chenglei
dc.contributor.authorHuang, Jie
dc.contributor.authorSinghose, William
dc.date.accessioned2026-08-23T08:33:51Z
dc.date.available2026-08-23T08:33:51Z
dc.date.copyright2026/09/01
dc.date.issued2026
dc.identifier.issn0022-0434
dc.identifier.otherds-25-1094.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4316737
dc.description.abstractAbstract. Large upright heterogeneous flexible cylinders need to be transported by huge cranes in some safety-critical industrial applications. Unfortunately, the coupling effects between swing and twisting of the cable-suspended load, as well as bending and torsion of the flexible cylinder, degrade efficiency and safety of the material transportation. Although many publications have been directed at understanding compound-pendulum dynamics and beam vibrations, little attention has been focused on the coupled dynamics between load swing and twisting, as well as bending and torsion of cylindrical payloads. A three-dimensional model of a bridge crane moving an upright heterogeneous flexible cylinder has been developed to study such dynamic coupling. Furthermore, a control method has been developed to attenuate vibrations induced by the complex coupling effects. Several experiments have been performed to verify the effectiveness of the proposed dynamic model and control methods.
dc.publisherThe American Society of Mechanical Engineers (ASME)
dc.titleDynamics and Control of Cable-Suspended Upright Heterogeneous Cylinders
dc.typeJournal Paper
dc.journal.volume148
dc.journal.issue5
dc.journal.titleJournal of Dynamic Systems, Measurement, and Control
dc.identifier.doi10.1115/1.4070966
dc.treeJournal of Dynamic Systems, Measurement, and Control:;2026:;volume( 148 ):;issue:005
dc.contenttypeFulltext


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