Dynamic Behavior of Ideal Fibre-Reinforced Rigid-Plastic Beams,

Abstract

Theoretical solutions are developed herein for the dynamic plastic structural response of some ideal fibre-reinforced beams with boundary conditions and external dynamic loadings which can be reproduced easily and reliably in a laboratory. The theoretical behavior of these beams is also compared to the corresponding dynamic response of rigid perfectly plastic isotropic beams. Generally speaking, it appears that the permanent transverse deflections and response durations of ideal fibre-reinforced beams loaded dynamically are less than the corresponding values for similar rigid perfectly plastic isotropic beams.

Document Details

Document Type
Technical Report
Publication Date
Jun 01, 1975
Accession Number
ADA014056

Entities

People

  • Norman Jones

Organizations

  • Massachusetts Institute of Technology

Tags

DTIC Thesaurus Topics

  • Boundaries
  • Deflection
  • Determinants (Mathematics)
  • Dynamic Response
  • Mechanical Waves
  • Modal Analysis
  • Motion
  • Structural Response
  • Transverse
  • Vibration
  • Waves

Readers

  • Computational Modeling and Simulation
  • Structural Dynamics.