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.
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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
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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