Creep Buckling — A General View of the Phenomena

  • B. Hayman
Conference paper
Part of the International Union of Theoretical and Applied Mechanics book series (IUTAM)


A consistent account of the principal phenomena of creep buckling is presented in relation to a series of simple structural models. Materials with both limited and unlimited creep behaviour are included in this general survey. Two important concepts, introduced in earlier papers, are developed further — that of the locus or surface of elastic critical points at which the creeping structure collapses, and that of the long-term elastic critical load below which a structure of limited creep material is prevented from ever reaching a creep collapse condition. Experimental evidence is presented in support of these, but questions are raised as to the usefulness of the critical point locus/surface concept in relation to statically indeterminate structures.


Critical Load Creep Strain Equilibrium Path Sustained Load Collapse Load 
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Copyright information

© Springer-Verlag, Berlin, Heidelberg 1981

Authors and Affiliations

  • B. Hayman
    • 1
  1. 1.Department of EngineeringUniversity of LeicesterLeicesterEngland

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