Impulsive Loading of Fully Clamped Beams with Finite Plastic Deflections.

Abstract

A review is given of earlier work on the plastic response to impulsive loading of a beam clamped against end rotation and axial displacements, taking account of small finite transverse displacements and ofstrain rate dependence of the yield stress. New solutions are derived from rigid-plastic analysis which include both effects in simple approximate ways. Deflections are compared as obtained from these formulas, from experiments described here on mild steel beams, and from finite-difference numerical solutions using the M. I. T. rod model with elastic-plastic strain rate sensitive behavior. The significance of agreements observed is discussed. (Author)

Document Details

Document Type
Technical Report
Publication Date
Aug 01, 1970
Accession Number
AD0714885

Entities

People

  • Norman Jones
  • Paul S. Symonds

Organizations

  • Brown University

Tags

DTIC Thesaurus Topics

  • Agreements
  • Deflection
  • Displacement
  • Rotation
  • Strain Rate
  • Transverse

Fields of Study

  • Physics

Readers

  • Structural Dynamics.