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Fatigue crack initiation properties of rail steels
Fatigue crack initiation properties of rail steels were determined experimentally. One new and four used rail steels were investigated. The effects of the following parameters were studied: stress ratio (ratio of minimum to maximum stress in a cycle), control mode, specimen orientation, and periodic overstrain. Both constant and variable strain amplitude experiments were performed. A model was developed, employing an equivalent strain parameter, which allowed prediction of variable amplitude fatigue crack initiation within the basic data variability.
Fatigue crack initiation properties of rail steels
Fatigue crack initiation properties of rail steels were determined experimentally. One new and four used rail steels were investigated. The effects of the following parameters were studied: stress ratio (ratio of minimum to maximum stress in a cycle), control mode, specimen orientation, and periodic overstrain. Both constant and variable strain amplitude experiments were performed. A model was developed, employing an equivalent strain parameter, which allowed prediction of variable amplitude fatigue crack initiation within the basic data variability.
Fatigue crack initiation properties of rail steels
Verhalten von Staehlen fuer Eisenbahnschienen gegenueber der Einleitung von Ermuedungsbruechen
Rice, R.C. (author) / Broek, D. (author)
US Government Reports ; 1-65
1982
65 Seiten
Report
English
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