A destructive sectioning technique for measuring the complete three-dimensional residual stresses in a rail cross section was developed. The technique was applied to four tangent rail specimens: two 136-pound specimens were taken from FAST (Facility for Accelerated Service Testing), Pueblo, CO (83 and 270 MGT (million gross tons)) and two 132-pound specimens were obtained from revenue service (100 and 300 MGT).
Determination of Residual Stresses in Rails
1983
160 pages
Report
Keine Angabe
Englisch
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