Rigid-Plastic Analysis and Design

Part of the International Centre for Mechanical Sciences book series (CISM, volume 332)


The paper first states the basic theorems of rigid-perfectly plastic limit analysis, proofs and details being given in appendices 1 and 2. It then explains how to base the description of structures on the theorem of virtual powers. Application to beams in bending follows, again with appendices 3 and 4 for details. Plates, shells and disks are briefly considered, the general solutions process being illustrated on circular plates examples. Multiple loading, optimal design and post-yield behaviour are then examined very rapidly. Experimental verification of the theory is discussed and the paper ends with remarks on the development of the numerical approach.


Circular Plate Limit Load Yield Locus Generalize Displacement Collapse Mechanism 
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Copyright information

© Springer-Verlag Wien 1993

Authors and Affiliations

  • M. Save
    • 1
  1. 1.Faculté PolytechniqueMonsBelgium

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