Civil and Environmental Engineering at Duke

publications by Henry Petroski.


Papers Published

  1. Petroski, H. J., STABILITY OF A CRACK IN A CANTILEVER BEAM UNDERGOING LARGE PLASTIC DEFORMATION AFTER IMPACT., International Journal of Pressure Vessels and Piping, vol. 16 no. 4 (1984), pp. 285 - 298 [0308-0161(84)90019-X] .
    (last updated on 2007/04/09)

    Abstract:
    A simple model is employed to determine the dynamic response of a rigid-perfectly plastic cantilever beam with an attached tip mass and a crack, taking into account the weakening effect of the crack. The crack is assumed to be located at the base of the beam, and an initial velocity is imparted to the tip mass. The subsequent stability of the crack is considered by calculating the tearing modulus based on the J-integral associated with the deflecting beam.

    Keywords:
    METALS TESTING - Impact;PIPE - Stresses;

 

Department of Civil and Environmental Engineering | Pratt School of Engineering | Duke University
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