FEM ELASTO-PLASTIC ANALYSIS OF IRON BRIDGE SHOE PROTRUSION

The object of the analysis described is to suggest a shoe design procedure by assuming a stress displacement from the analysis result and the yielding condition under stress in three directions. The result of comparing the amount of distortion with test results is shown and a design formula taking into consideration the stress concentration characteristics is suggested.

• Corporate Authors:

  Japan Railway Civil Engineering Association

  Kyodo Building, 18-7 Hagashi-Uyeno 2 Chome, Daito-Ku
  Tokyo-110,   Japan 
• Publication Date: 1980-6

Media Info

• Pagination: p. 25-37
• Serial:
  • Permanent Way
  • Volume: 22
  • Issue Number: 2
  • Publisher: Japan Railway Civil Engineering Association

Subject/Index Terms

• TRT Terms: Bridge bearings; Bridge design; Bridges; Mathematical models; Metal bridges; Railroad bridges; Railroads; Steel bridges; Structural analysis; Structural design
• Identifier Terms: Nihon kokuyu tetsudo
• Geographic Terms: Japan
• Subject Areas: Bridges and other structures; Railroads;

Filing Info

• Accession Number: 00329547
• Record Type: Publication
• Source Agency: Engineering Index
• Files: TRIS
• Created Date: Feb 18 1981 12:00AM