250 research outputs found

    Transverse cracks in a strip with reinforced surfaces

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    The symmetrical problem of two transverse cracks in an elastic strip with reinforced surfaces is formulated in terms of a singular integral equation. The special cases of one central crack or two edge cracks are discussed. Numerical methods for solving the problems with internal cracks are outlined and stress intensity factors are presented for various geometrics and degrees of surface reinforcement

    A Family of Invariant Stress Surfaces

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    Stochastic Response of Energy Balanced Model for Vortex-Induced Vibration

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    Estimation of Correlation Functions by the Random Decrement Technique

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    Analytical Model for Fictitious Crack Propagation in Concrete Beams

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    Identification of Dynamical Properties from Correlation Function Estimates

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    Modelling of Crack Growth Processes by Introduction of a Characteristic Length

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    Explicit solution for vibrating bar with viscous boundaries and internal damper

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    We investigate longitudinal vibrations of a bar subjected to viscous boundary conditions at each end, and an internal damper at an arbitrary point along the bar's length. The system is described by four independent parameters and exhibits a variety of behaviors including rigid motion, super stability/instability and zero damping. The solution is obtained by applying the Laplace transform to the equation of motion and computing the Green's function of the transformed problem. This leads to an unconventional eigenvalue-like problem with the spectral variable in the boundary conditions. The eigenmodes of the problem are necessarily complex-valued and are not orthogonal in the usual inner product. Nonetheless, in generic cases we obtain an explicit eigenmode expansion for the response of the bar to initial conditions and external force. For some special values of parameters the system of eigenmodes may become incomplete, or no non-trivial eigenmodes may exist at all. We thoroughly analyze physical and mathematical reasons for this behavior and explicitly identify the corresponding parameter values. In particular, when no eigenmodes exist, we obtain closed form solutions. Theoretical analysis is complemented by numerical simulations, and analytic solutions are compared to computations using finite elements.Comment: 29 pages, 6 figure
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