Transverse Vibrations of continuous Beams
Print this page
 

Finite element formulation (Galerikan method)

Let the solution be

                                (12.17)

where a, b, c, ... are constants to be determined by boundary conditions, N is the shape function, r is the number of nodes in an element, and w is the nodal displacement. On substituting the approximate solution from equation (12.17) into EOM (12.15), the residue can be written as

                                                      (12.18)

where the superscript (e) represents the element.

  Prev