Deformation and failure of clamped beams under low speed impact loading

H. M. Wen*, T. Y. Reddy, S. R. Reid

*Corresponding author for this work

Research output: Contribution to journalArticle

43 Citations (Scopus)

Abstract

A quasi-static procedure is proposed herein for estimating the dynamic plastic response and failure of clamped metal beams subjected to low velocity impact at any point on the span by a heavy mass. Based on the principle of virtual work, load-displacement relationships are obtained. Failure maps are constructed by assuming that axial tensile and shear strains are independent parameters. To combine the influence of the axial and shear strains, an effective strain criterion is suggested for the rupture of the beams. It is found that the present theoretical predictions are in good agreement with experimental observations.

Original languageEnglish
Pages (from-to)435-454
Number of pages20
JournalInternational Journal of Impact Engineering
Volume16
Issue number3
DOIs
Publication statusPublished - 1 Jan 1995

ASJC Scopus subject areas

  • Civil and Structural Engineering
  • Automotive Engineering
  • Aerospace Engineering
  • Safety, Risk, Reliability and Quality
  • Ocean Engineering
  • Mechanics of Materials
  • Mechanical Engineering

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