In order to meet the demand for increased performance and efficiency, modern designs focus mainly
on achieving higher rates of revolution and lighter structures, leading in many cases to
contra-productive vibrations in the main structure or components.
This module deals with
techniques for generating mathematical models describing the vibration parameters of an elastic
structure. The results are useful in enhancing the dynamic behaviour of a structure, and
combining them with measured normal modes parameters provides strategies for further
optimisation.
Representation of Signals, Excitation Functions and System Response
Fourier Series
Fourier Transform
Analysis of Single Degree of Freedom Systems (1DOF)
equation of motion / linearisation / variational
equation
free vibrations / eigenvalues
excited vibration / resonance
harmonically excited systems (1DOF)
periodically excited systems (1DOF)
arbitrary transient excited systems (1DOF)
Analysis of Multi-Degree-of-Freedom Systems (nDOF)
equation of motion / Lagrange's Equation
discretisation of continua
structural matrices (M, G, D, K)
Modal analysis
eigenvalue and eigenvector calculation
orthogonality and normalisation of eigenvectors
modal mass, stiffness and damping matrices
generalised co-ordinates
modal parameter in the frequency domain
frequency response analysis
Torsional Vibration Analysis/ Rotordynamics
mathematical modelling
torsional vibration of continuous systems
free vibration of discrete systems
forced response of discrete systems
simulation of torsional vibration at drive trains
Lateral Vibration of Rotating Shafts / Rotor Dynamics