Topics in Experimental Dynamic Substructuring, Volume 2: by Sébastien Perrier, Yvan Champoux (auth.), Randy Mayes,

By Sébastien Perrier, Yvan Champoux (auth.), Randy Mayes, Daniel Rixen, Matt Allen (eds.)

Topics in Experimental Dynamics Substructuring, quantity 2: complaints of the 31st IMAC, A convention and Exposition on Structural Dynamics, 2013, the moment quantity of 7 from the convention, brings jointly contributions to this significant quarter of analysis and engineering. the gathering offers early findings and case reviews on primary and utilized points of Structural Dynamics, together with papers on:

Nonlinear Substructures

SEM Substructures Wind Turbine Testbed – Blade Modeling & Correlation

Substructure Methods

SEM Substructures Wind Turbine Testbed

Frequency established Substructures

Fixed Base Substructure Methods

Substructure Methods

SEM Substructures Wind Turbine Testbed

Frequency dependent Substructures

Fixed Base Substructure Methods

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Extra info for Topics in Experimental Dynamic Substructuring, Volume 2: Proceedings of the 31st IMAC, A Conference on Structural Dynamics, 2013

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At low force levels the damping is dominated by the viscous damper, while at higher force levels the Iwan joint increases the dissipation and hence increases the value of O . For this system, the viscous damping provided by the suspension system could be responsible for the linear damping seen at low force levels, although it was thought to be negligible at these force levels. 17 shows the modal energy dissipation versus modal force for the 2nd and 3rd elastic modes. Again, the modal Iwan model seems to fit the data quite well, on a log scale at least.

Mayes et al. 1007/978-1-4614-6540-9 3, © The Society for Experimental Mechanics, Inc. 2014 27 28 Fig. 1 Left: Coupling of two substructures with nonlinear elements. Right: Automotive wheel brake assembly P. Reuss et al. 2 Types of Nonlinearity In this section the different types of nonlinearities considered in this paper are presented. Important nonlinear behavior in joints often show stiffening effects or friction occurs between two coupling interfaces. g. a cubic stiffness is used in the well-known Duffing oscillator.

Once the coefficients Ar and Br are determined, the nonlinear Eqs. 5) used with the continuation algorithm in [6] in order to compute the NNMs of the structure. 2 Quasi-Linear Modal Models ¨ uven and his The proposed structural modification method is closely related to the nonlinear substructuring work of Ozg¨ collaborators [11, 12, 14]. In their works the nonlinear subcomponent model is approximated by a fundamental frequency harmonic balance model. Consider the nonlinear equations of motion of the form in Eq.

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