Page 23 - Fluid-Structure Interactions Slender Structure and Axial Flow (Volume 1)
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2


                           Concepts, Definitions and

                                              Methods






                  As the title implies, this also is an introductory chapter, where some of the basics of the
                  dynamics of  structures, fluids and coupled systems are briefly reviewed with the aid of  a
                  number of examples. The treatment is highly selective and it is meant to be a refresher
                  rather than  a substitute for a more formal and complete development of  either solid or
                  fluid mechanics, or of systems dynamics.
                    Section 2.1 deals with the basics of discrete and distributed parameter systems, and the
                  classical modal techniques, as well as the Galerkin method for transforming a distributed
                  parameter system into a discrete one. Some of  the definitions used throughout the book
                  are given here. A  great deal  if  not  all  of  this  material is  well  known  to most  readers;
                  yet, some unusual features (e.g. those related to nonconservative systems or systems with
                  frequency-dependent boundary conditions) may  interest even the cognoscenti.
                    The structure of  Section 2.2,  dealing with  fluid mechanics, is  rather different. Some
                  generalities on the  various flow regimes of  interest (e.g. potential flow, turbulent flow)
                  are given first, both physical and in terms of the governing equations. This is then followed
                  by  two examples, in  which the fluid forces exerted on an oscillating structure are calcu-
                  lated,  for:  (a) two-dimensional vibration  of  coaxial  shells coupled by  inviscid fluid  in
                  the  annulus;  (b) two-dimensional vibration  of  a  cylinder  in  a  coaxial  tube  filled  with
                  viscous  fluid.
                    Finally, in Section 2.3, a brief discussion is presented on the dynamical behaviour of
                  fluid-structure-interaction systems, in particular the differences when this is obtained via
                  nonlinear as opposed to linear theory.


                  2.1  DISCRETE AND DISTRIBUTED PARAMETER SYSTEMS

                  Some systems, for example a mathematical simple pendulum, are sui  getieris  discrete;
                  i.e. the elements of inertia and the restoring force are not distributed along the geometric
                  extent of the system. However, what distinguishes a discrete system more precisely is that
                  its configuration and position in space at any time may be determined from knowledge of
                  a numerable set of quantities; i.e. the system has a finite number of degrees of freedom.
                  Thus,  the  simple pendulum has one degree of  freedom, even  if  its mass is  distributed
                  along its length, and a double (compound) pendulum has two.
                    The quantities (variables) required to completely determine the position of the system
                  in  space are the generalized coordiwates, which are not unique, need not be inertial, but
                  must be equal to the number of degrees of freedom and mutually independent (Bishop &


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