WEB BUCKLING TESTS OF WELDED PLATE GIRDERS. PART 4: TESTS ON PLATE GIRDERS SUBJECTED TO COMBINED BENDING AND SHEAR

While the girders discussed in part 2 and part 3 were subjected to pure bending and high shear respectively, those in this test series were studied under the combined action of bending and shear. It is the purpose of this report to explain how the investigation was carried out and what observational facts were obtained.

• Corporate Authors:

  Lehigh University

  Fritz Engineering Laboratory
  Bethlehem, PA  United States  18015
• Authors:
  • Basler, K
  • Yen, B T
  • Mueller, J A
  • Thurlimann, B
• Publication Date: 1960-5

Language

• English

Media Info

• Features: Figures; Tables;
• Pagination: 79 p.

Subject/Index Terms

• TRT Terms: Bending; Failure; Flanges; Girders; Plate girders; Shear strength; Web stiffened structures; Webbing; Welded plates
• Subject Areas: Bridges and other structures; Design; Geotechnology; Highways; Materials; I24: Design of Bridges and Retaining Walls;

Filing Info

• Accession Number: 00803369
• Record Type: Publication
• Report/Paper Numbers: 251-14
• Files: TRIS
• Created Date: Dec 8 2001 12:00AM