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/

• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/issn/00207683
• Corporate Authors:

  Pergamon Press, Incorporated

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

Language

• English

Media Info

• Features: Figures; References;
• Pagination: p. 299-307
• Serial:
  • INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES
  • Volume: 12
  • Issue Number: 4
  • Publisher: Elsevier
  • ISSN: 0020-7683

Subject/Index Terms

• TRT Terms: Bridge piers; Brittleness; Buckling; Columns; Creep; Deflection; Instability; Loads; Mathematical analysis; Mathematical models; Metals; Tension
• Uncontrolled Terms: Models
• ITRD Terms: 6471: Analysis (math); 3434: Bridge pier; 5900: Brittleness; 5522: Buckling; 4732: Creep (mater); 5586: Deflection; 5567: Load; 4543: Metal; 6205: Model (not math)
• Subject Areas: Bridges and other structures; Design; Highways; I24: Design of Bridges and Retaining Walls;

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