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Mechanical Sublayer Model for Elastic-Plastic Analyses

  • Theodore H. H. Pian
Conference paper

Summary

Strain-hardening behavior for plane stress problems is modeled by a panel with n-layers, the first (n-1) layers are elastic- perfectly plastic under Mises-Hencky condition, each with different yield stress, and the n-th layer is elastic. Equivalent incremental stress-strain relations for the panel can be obtain- ed. The resulting uniaxial stress-strain curve contains n segments. Those segments in the plastic range are not straight lines.

Keywords

Tangent Modulus Multilayer Model Plane Stress Problem Overlay Model Uniaxial Loading Condition 
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References

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Copyright information

© Springer Japan 1986

Authors and Affiliations

  • Theodore H. H. Pian
    • 1
  1. 1.Massachusetts Institute of TechnologyCambridgeUSA

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