Research Article
Jun 1980
Nonlinear Static and Dynamic Deformations of Viscoelastic Cables
Authors: Brian J. Sullivan and Steven C. BattermanAuthor Affiliations
Publication: Journal of the Engineering Mechanics Division
Volume 106, Issue 3
Abstract
The rate equation method is used in this work to facilitate the analyses of finite deflection problems involving viscoelastic cables. In addition, within the confines of a structural theory, the rate equation method has been extended to allow changes in the original cross-sectional area to the cable to occur as its deformation takes place. To illustrate the details of the technique, static and dynamic geometrically nonlinear deformations of viscoelastic cables and hoops under various loadings are investigated and numerical results are presented for several cases. The accuracy of the rate equation method as applied to viscoelastic cables of contracting cross-sectional area is verified through comparisons of the rate equation solutions with solutions obtained through quasi-analytic techniques.
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Published In
Journal of the Engineering Mechanics Division
Volume 106 • Issue 3 • June 1980
Pages: 543 - 564
Copyright
© 1980 American Society of Civil Engineers.
History
Published in print: Jun 1980
Published online: Feb 3, 2021
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Brian J. Sullivan
Sr. Research Engr., Franklin Inst. Research Laboratories, Philadelphia, Pa.; and Adjunct Prof. of Mech. Engrg., Villanova Univ., Villanova, Pa.
Steven C. Batterman
Prof. of Bioengineering, Univ. of Pennsylvania, Philadelphia, Pa.
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