STP969: Structural Integrity of Rail in Railroad Track in the United States

    Orringer, O
    Mechanical engineer, U.S. Department of Transportation, Transportation Systems Center, Cambridge, MA

    Steele, RK
    Assistant director, Metallurgy, Association of American Railroads Research and Technical Center, Chicago, IL

    Pages: 19    Published: Jan 1988


    Abstract

    The resistance of rail to fatigue crack propagation and fracture are discussed. Preliminary results of crack growth calculations are presented to illustrate the correlation of an elementary crack growth model with a full-scale experiment. The possible effects of current trends in railroad operations on safe crack growth life and damage tolerance of rail are noted.

    Keywords:

    crack growth, fracture, nondestructive inspection, rail, steel alloys, structural integrity, fracture mechanics


    Paper ID: STP33078S

    Committee/Subcommittee: E08.06

    DOI: 10.1520/STP33078S


    CrossRef ASTM International is a member of CrossRef.