DocumentCode :
1470769
Title :
The fatigue strength of welded joints
Author :
Jones, Jonathan
Author_Institution :
Bethlehem Steel Company, Bethlehem, Pa.; Welding Research Council of the Engineering Foundation
Volume :
63
Issue :
8
fYear :
1944
Firstpage :
288
Lastpage :
290
Abstract :
THE FAILURE of a metal part in service by “fatigue” may be expected if: 1. The stress is not constant, but repeatedly varies in a “cycle” between a lower (minimum) and a greater (maximum) stress; the most severe cycle being that in which minimum and maximum are equal and opposite (full reversal). 2. The greater stress, maximum, is of a sufficient intensity. 3. The cycle is repeated a sufficient number of times, meaning hundreds or thousands or millions according to the severity of items 1 and 2. (For a more complete introduction to the subject see reference 1, which also contains an extended bibliography.)
Keywords :
Bridges; Fatigue; Joints; Steel; Stress; Testing; Welding;
fLanguage :
English
Journal_Title :
Electrical Engineering
Publisher :
ieee
ISSN :
0095-9197
Type :
jour
DOI :
10.1109/EE.1944.6440412
Filename :
6440412
Link To Document :
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