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Mathematical models of beams and cables / [electronic resource]

by Luongo, Angelo; Zulli, Daniele.
Material type: materialTypeLabelBookSeries: ISTE: Publisher: Hoboken : Wiley, 2013Description: 1 online resource (379 pages).ISBN: 9781118577646; 1118577647; 9781118577554; 1118577558.Subject(s): Structural analysis (Engineering) -- Mathematical models | Girders | Cables | Cables | Girders | Structural analysis (Engineering) -- Mathematical models | TECHNOLOGY & ENGINEERING -- Engineering (General) | Cables | Girders | Structural analysis (Engineering) -- Mathematical models | Electronic booksOnline resources: Wiley Online Library
Contents:
A one-dimensional beam metamodel -- Straight beams -- Curved beams -- Internally constrained beams -- Flexible cables -- Stiff cables -- Locally-deformable thin-walled beams -- Distortion-constrained thin-walled beams.
Summary: Nonlinear models of elastic and visco-elastic onedimensional continuous structures (beams and cables) are formulated by the authors of this title. Several models of increasing complexity are presented: straight/curved, planar/non-planar, extensible/inextensible, shearable/unshearable, warpingunsensitive/ sensitive, prestressed/unprestressed beams, both in statics and dynamics. Typical engineering problems are solved via perturbation and/or numerical approaches, such as bifurcation and stability under potential and/or tangential loads, parametric excitation, nonlinear dynamics and aeroelasticity.
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Includes bibliographical references and index.

A one-dimensional beam metamodel -- Straight beams -- Curved beams -- Internally constrained beams -- Flexible cables -- Stiff cables -- Locally-deformable thin-walled beams -- Distortion-constrained thin-walled beams.

Nonlinear models of elastic and visco-elastic onedimensional continuous structures (beams and cables) are formulated by the authors of this title. Several models of increasing complexity are presented: straight/curved, planar/non-planar, extensible/inextensible, shearable/unshearable, warpingunsensitive/ sensitive, prestressed/unprestressed beams, both in statics and dynamics. Typical engineering problems are solved via perturbation and/or numerical approaches, such as bifurcation and stability under potential and/or tangential loads, parametric excitation, nonlinear dynamics and aeroelasticity.

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