Damping Synthesis for Flexible Space Structures Using Combined Experimental and Analytical Models
نویسنده
چکیده
A procedure is presented for modal and damping synthesis of flexible space structures from subsystem tests and/or analyses. In view of the various damping mechanism operative in a space structure, their contribution to total system damping and its compatibility with dynamic testing procedures, the spacecraft subsystems are identified as joints and components. The dynamics of joint subsystems is represented via its stiffness, inertia, and damping properties in physical displacement coordinates. Simple static influence coefficient and cyclic hysteresis tests are used for the determination of joint dynamic properties from experimental measurements. Component dynamics is represented in terms of generalized coordinates, defined to include natural vibration modes, with any arbitrary interface boundary conditions. Ritz vectors, physical displacements, or any other set of linearly independent admissible vectors that is convenient for the experimental and/or analytical characterization of the component. An existing damping synthesis method based on empirical correlation of subsystem stored and dissipated energies is modified to permit the use of measured resonance damping data. thus allowing any arbitrary variability of modal damping data. The results of the developed modal and damping synthesis procedure are verified by using a representative flexible space structure including structural joints.
منابع مشابه
Coupled BE-FE Scheme for Three-Dimensional Dynamic Interaction of a Transversely Isotropic Half-Space with a Flexible Structure
The response of structures bonded to the surface of a transversely isotropic half-space (TIHS) under the effect of time-harmonic forces is investigated using a coupled FE-BE scheme. To achieve this end, a Finite Element program has been developed for frequency domain analysis of 3D structures, as the first step. The half-space underlying the structure is taken into consideration using a Boundar...
متن کاملThermo-mechanical nonlinear vibration analysis of fluid-conveying structures subjected to different boundary conditions using Galerkin-Newton-Harmonic balancing method
The development of mathematical models for describing the dynamic behaviours of fluid conveying pipes, micro-pipes and nanotubes under the influence of some thermo-mechanical parameters results into nonlinear equations that are very difficult to solve analytically. In cases where the exact analytical solutions are presented either in implicit or explicit forms, high skills and rigorous mathemat...
متن کاملLQG vibration control of sandwich beams with transversely flexible core equipped with piezoelectric patches
The purpose of this paper is control of simply supported flexible core sandwich beam's linear vibration equipped with piezoelectric patches under different loads. The effects of external forces imposed on sandwich beam can be reached to a minimum value by designing an appropriate controller and control the beam's vibration. Three-layer sandwich beam theory is used for analytical modeling of san...
متن کاملIdentification of Dynamic Damping Properties of a Flexible Structural Adhesive
In this paper dynamic damping properties of a nominated flexible structural adhesive have been identified using an extended-direct modal based joint identification method. It has been revealed that damping characteristics of adhesive are correlated to both frequency and mode shape. Young’s and shear moduli increase with frequency but damping on the other hand, decrease. The results showed that ...
متن کاملNumerical and Experimental Study of Soil-structure Interaction in Structures Resting on Loose Soil Using Laminar Shear Box
In the present work, the effect of Soil-Structure Interaction (SSI) in low frequency structures resting on loose soil, through numerical modelling and shaking table tests have been studied. In theoretical studies two types of models namely fixed base and flexible base structure were subjected to three selected earthquake records. Nonlinear dynamic analysis was employed for all of the numerical ...
متن کامل