Natural Response of Non-smooth Oscillators Using Homotopy Analysis Combined with Galerkin Projections

dc.contributor.authorMarathe, Amol
dc.date.accessioned2023-09-29T10:09:21Z
dc.date.available2023-09-29T10:09:21Z
dc.date.issued2022-11
dc.description.abstractSeveral problems from mechanical engineering, e.g., vibrations of a spring–mass system with unequal restraints, pendulum with impact, a gear-pair with backlash and friction, etc. are modeled using second-order differential equations involving discontinuous mathematical functions such as signum, Heaviside, modulus, etc. Several perturbation-like methods such as parameter expansion, homotopy perturbation, modified Lindstedt–Poincaré, and variational iteration have been applied successfully to get the periodic solution as well as the approximate analytical estimate of the natural frequency. The chief limitation of all the methods mentioned above is the poor approximation with the large value of the perturbation parameter.en_US
dc.identifier.urihttps://link.springer.com/article/10.1007/s42417-022-00642-5
dc.identifier.urihttp://dspace.bits-pilani.ac.in:8080/xmlui/handle/123456789/12134
dc.language.isoenen_US
dc.publisherSpringeren_US
dc.subjectMechanical Engineeringen_US
dc.subjectHomotopy Analysisen_US
dc.subjectVibrationsen_US
dc.titleNatural Response of Non-smooth Oscillators Using Homotopy Analysis Combined with Galerkin Projectionsen_US
dc.typeArticleen_US

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