A direct boundary element method is developed for the dynamic analysis
of thin inelastic flexural plates of arbitrary planform and boundary
conditions. It employs the static fundamental solution of the associat
ed elastic problem and involves not only boundary integrals but domain
integrals as well. Thus boundary as well as interior elements are emp
loyed in the numerical solution. Time integration is accomplished by t
he explicit algorithm of the central difference predictor method. A vi
scoplastic constitutive theory with state variables is employed to mdo
el the material behaviour. Numerical results are also presented to ill
ustrate quantitatively the proposed method of solution.