Finite elements are summarized as developed for bars, shafts in torsion, Bernoulli-Euler beams and Timoshenko beams. The elements were derived as black boxes which would have correct modal forces or impedences correct at the terminal points. The elements as presented may be used directly in most existing computer programs for shock and vibration analysis of structures. (Author)

  • Corporate Authors:

    Pennsylvania State University, University Park

    Pennsylvania Transportation Institute, Transportation Research Building
    University Park, PA  United States  16802
  • Authors:
    • Neubert, V H
  • Publication Date: 1971-9

Media Info

  • Pagination: 100 p.
  • Serial:
    • Issue Number: 2

Subject/Index Terms

Filing Info

  • Accession Number: 00033695
  • Record Type: Publication
  • Source Agency: National Technical Information Service
  • Report/Paper Numbers: Prog Rpt
  • Contract Numbers: 00014-67-A-03850010
  • Files: TRIS
  • Created Date: Aug 15 1972 12:00AM