Some Changes in Physical Properties of Steels and Wire Rope During Fatigue Failure

Canadian Institute of Mining, Metallurgy and Petroleum
P. E. Cavanagh
Organization:
Canadian Institute of Mining, Metallurgy and Petroleum
Pages:
8
File Size:
3594 KB
Publication Date:
Jan 1, 1947

Abstract

Abstract Many investigators have been interested in developing some non-destructive method for detecting or determining the changes in physical properties in steel occurring during endurance tests or normal service life of a part which fails in fatigue. This paper presents a broad discussion of some of this work and the possibilities of developing useful test procedures based on some of the information obtained in the past. Changes in magnetic properties, electrical resistance, damping capacity, X-ray diffraction patterns, and remaining fatigue life at load different from service load have all been investigated as possible means for following the sequence of events during fatigue failure. In some special instances, tests such as these may be used to predict fatigue failure. As an in stance of practical application of the continuous determination of changes in magnetic properties during fatigue, a brief account is given of work done in non-destructive inspection of mine hoist-rope. As a result of extensive experiments and field crisis, it has been found possible to detect the beginnings of failure in a wire rope in service. The test method used will detect plastic deformation in a wire rope, no matter what its cause. There is no possibility of determining the remaining useful life of a rope by calibrating changes in magnetic properties in terms of remaining fatigue life. A change in magnetic properties at a point in a rope may indicate a decrease or increase in fatigue life, depending on the overload history of the rope. A continuing change in magnetic properties ac a point, however, does reliably indicate a developing weak point which will eventually lead to failure. The important point about any change in magnetic properties is not the magnitude of the change, but whether or not it continues.
Citation

APA: P. E. Cavanagh  (1947)  Some Changes in Physical Properties of Steels and Wire Rope During Fatigue Failure

MLA: P. E. Cavanagh Some Changes in Physical Properties of Steels and Wire Rope During Fatigue Failure. Canadian Institute of Mining, Metallurgy and Petroleum, 1947.

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