PREDICTION OF BEHAVIOR OF STEEL COLUMNS UNDER LOAD

RESULTS OBTAINED IN A STUDY OF RESIDUAL STRESSES AND COLUMN STRENGTH OF ROLLED AND WELDED STEEL SHAPES ARE SUMMERIZED. METHODS FOR FORECASTING THE STRUCTURAL BEHAVIOR AND MAXIMUM STRENGTH OF STEEL COLUMNS BASED UPON VARIATIONS IN DIFFERENT RELEVANT PARAMETERS, IN PARTICULAR RESIDUAL STRESSES, ARE REVIEWED. EXAMPLES ARE GIVEN FOR THE INFLUENCE ON COLUMN STRENGTH OF VARIOUS PARAMETERS, INCLUDING MANUFACTURING AND FABRICATION PROCEDURES, BENDING AXIS, GEOMETRY OF CROSS SECTION, YIELD STRENGTH, AND STRENGTHENING OPERATIONS. /AUTHOR/

• Supplemental Notes:
  • Vol 4, pp 179-190, 12 FIG, 19 REF
• Corporate Authors:

  International Association for Bridge and Structural Engineering

  ETH-Honggerberg, Wolfgang-Pauli-Strasse 15
  Zurich 8093,   Switzerland  CH-8093
• Authors:
  • Tall, L
  • Alpsten, G A
• Publication Date: 1969

Subject/Index Terms

• TRT Terms: Bending; Columns; Fabrication; Forming; Loads; Manufacturing; Residual stress; Steel structures; Structural analysis; Structural mechanics; Weldments; Yield strength
• Uncontrolled Terms: Structural behavior
• Old TRIS Terms: Roll forming
• Subject Areas: Bridges and other structures; Highways;

Filing Info

• Accession Number: 00209163
• Record Type: Publication
• Files: TRIS
• Created Date: Mar 30 1970 12:00AM