INELASTIC BUCKLING OF SIMPLY SUPPORTED STEEL I-BEAMS

Experimental investigations of inelastic flexural-torsional buckling of rolled steel I-beams were carried out. The full-scale simply supported beams were without intermediate restraints and carried central concentrated loads. Experimental results compared well with theoretical predictions.

• Corporate Authors:

  American Society of Civil Engineers

  345 East 47th Street
  New York, NY  United States  10017-2398
• Authors:
  • Kitipornchai, S
  • Trahair, N S
• Publication Date: 0

Media Info

• Features: Appendices; Figures; References; Tables;
• Pagination: p. 1333-47
• Serial:
  • Journal of the Structural Division
  • Volume: 101
  • Issue Number: ST7
  • Publisher: American Society of Civil Engineers

Subject/Index Terms

• TRT Terms: Buckling; I beams; Inelastic stress
• Uncontrolled Terms: Inelastic action; Steel beams
• Subject Areas: Bridges and other structures; Highways;

Filing Info

• Accession Number: 00126469
• Record Type: Publication
• Report/Paper Numbers: ASCE # 11419 Proceeding
• Files: TRIS
• Created Date: Dec 16 1975 12:00AM