Module 3: Dynamic Properties and Selection of Materials
  Lecture 11: Design for Enhanced Material Damping
 

Following simple theory of bending one can write

(11.1)

where = bending moment amplitude at the section, = depth of the beam, = maximum bending stress amplitude at the section (i.e., in the fibre at a distance from the neutral axis), and = bending stress amplitude in the fibre at a distance from the neutral axis where the width of the beam is . The maximum elastic energy stored in the beam for a complete cycle of vibration may be expressed as

(11.2)

where l = length of the beam and = Young's modulus. Substituting eqn. (11.1) in eqn. (11.2), we obtain

(11.3)

Using the damping-stress amplitude relationship, we get the energy dissipated per cycle from the entire beam as

(11.4)