Numerical Analysis of Post-Buckling Behavior of Elastic Plastic Arches

  • T. Ito
  • K. Kawashima
Conference paper


The post-buckling behavior of inelastic arches is analyzed numerically using a discrete model that is composed of finite rigid bars connected with history-dependent nonlinear springs. A special attention is paid for elucidating the effect of the reversed plasticity on the load-deflection curve during and after the snap-through. Numerical calculation is carried out for the symmetric in-plane deformation of shallow circular arches which are subjected to a concentrated vertical load at the apex. The conventional analysis neglecting the reversed plasticity is found to underestimate significantly the deflection during and after the snap-through.


Plastic Hinge Plastic Region Local Buckling Tangent Stiffness Matrix Stiffness Equation 


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Copyright information

© Springer Japan 1986

Authors and Affiliations

  • T. Ito
    • 1
  • K. Kawashima
    • 1
  1. 1.Department of Mechanical EngineeringNagoya Institute of TechnologyShowa-ku, Nagoya, 466Japan

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