MNL41-3RD: Chapter 20 Problems

    Pages: 15    Published: Jan 1999


    Abstract

    Given a structural material with a yield strength of 80 ksi and an ultimate strength of 100 ksi loaded to a KI value of 60 ksi√in., plot the stress distribution, σy directly ahead of a crack (θ = 0) between r = 0 and r = 1.0 in.


    Paper ID: MNL10342M

    Committee/Subcommittee: E08.93

    DOI: 10.1520/MNL10342M


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    ISBN10: 0-8031-2082-6
    ISBN13: 978-0-8031-2082-2