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A homogeneous, isotropic, elastic bar of cylindrical shape is considered with uniformly distributed ellipsoidal cavities under alternating uniform axial stress.
A homogeneous, isotropic, elastic bar of orthogonal shape is considered with a single-edge crack under alternating uniform axial stress.
The one-dimensional problem of a semi-infinite, inhomogeneous, elastic bar is studied here as a prototype situation.
A convergence of effective modulus estimations is demonstrated for both the peristatic composite bar and locally elastic bar.
The model problem concerns a clamped uniaxial damage elastic bar submitted to a step load at its extremity.
In each case the general results for elastodynamics are illustrated for the simple case of a linearly elastic bar.
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In the context of the classical elasticity, the mechanical behavior of the noncylindrical elastic bars has been studied in many papers (see, e.g., Dryden (2007), Zupan and Saje (2006), You et al. (2002), and the references therein).
The model comprises six elastic bars interconnected with 24 elastic string members.
The dynamic stress strain curves were found to be affected by dispersion and shifting of elastic strain pulses traveling the elastic bars.
In this paper we explore the inception and development of multiple necks in incompressible nonlinear elastic bars subjected to dynamic stretching.
A new analytical method is developed for transient vibration analysis of stepped systems composed of distributed components like elastic bars, flexible shafts and taut strings, and lumped masses.
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