FATIGUE OF RAILWAY STEEL CLIPS
IBRAHIM, M., GABRA, M. (1986). FATIGUE OF RAILWAY STEEL CLIPS. EKB Journal Management System, 1(2nd Conference on Applied Mechanical Engineering.), 35-46. doi: 10.21608/amme.1986.51845
M. F.E. IBRAHIM; M. S. GABRA. "FATIGUE OF RAILWAY STEEL CLIPS". EKB Journal Management System, 1, 2nd Conference on Applied Mechanical Engineering., 1986, 35-46. doi: 10.21608/amme.1986.51845
IBRAHIM, M., GABRA, M. (1986). 'FATIGUE OF RAILWAY STEEL CLIPS', EKB Journal Management System, 1(2nd Conference on Applied Mechanical Engineering.), pp. 35-46. doi: 10.21608/amme.1986.51845
IBRAHIM, M., GABRA, M. FATIGUE OF RAILWAY STEEL CLIPS. EKB Journal Management System, 1986; 1(2nd Conference on Applied Mechanical Engineering.): 35-46. doi: 10.21608/amme.1986.51845

FATIGUE OF RAILWAY STEEL CLIPS

The International Conference on Applied Mechanics and Mechanical Engineering
Article 26, Volume 1, 2nd Conference on Applied Mechanical Engineering., May 1986, Page 35-46  XML PDF (2.41 MB)
Document Type: Original Article
DOI: 10.21608/amme.1986.51845
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Authors
M. F.E. IBRAHIM1; M. S. GABRA2
1Dept. of Machine Design, Military Technical College, Cairo-EGYPT.
2Dept.of Aeronautical Engineering. Military Technical College, Cairo-EGYPT.
Abstract
Steel clips made from modified 5160H spring steel are used to hold down railway rails to sleepers. The clip has shown fatigue failure, and the cracks are so aligned as to indicate mixed mode loading, i.e. torsion and tension; the latter due to bending.
Specimens has been tested for torsional and push-pull fatigue. Biaxial fatigue theories are used to achieve design conclusions in order to avoid fatigue failure of the clip.
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