Article ID Journal Published Year Pages File Type
6748446 International Journal of Solids and Structures 2018 42 Pages PDF
Abstract
This paper investigates the behavior of a heavy soft spring in steady circular motion. Since the spring is inhomogeneous due to centrifugal force, one can rigorously prove that it follows the one-dimensional static Willis-form equations. The theoretical predictions agree very well with experimental results. It further demonstrates that these equations can give a clear understanding of the stress-stiffening and spin-softening effect. These findings reveal that the Willis-form equations can give very accurate linear approximations of finite deformation problems and are also helpful to clarify the classical concept of the principle of material frame indifference.
Related Topics
Physical Sciences and Engineering Engineering Civil and Structural Engineering
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