AN ANALYSIS OF THE EFFECT OF TENSION INDUCED DAMAGE ON CREEP BUCKLING OF COLUMNS

The influence of tension induced kachanov-rabotnov type damage on the buckling of a shanley column model is investigated. Both instantaneous and delayed buckling are shown to occur when the state of the column, represented by load-deflection-damage, reaches a certain surface, the instability surface. The special case of purely brittle buckling is studied in some detail. (A) /TRRL/

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  • Corporate Authors:

    Pergamon Press, Incorporated

    Maxwell House, Fairview Park
    Elmsford, NY  United States  10523
  • Authors:
    • Bostroem, P O
  • Publication Date: 1976

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Filing Info

  • Accession Number: 00138997
  • Record Type: Publication
  • Source Agency: Transport and Road Research Laboratory (TRRL)
  • Files: ITRD, TRIS
  • Created Date: Nov 17 1976 12:00AM