Civil and Environmental Engineering at Duke

publications by Henry Petroski.


Papers Published

  1. Petroski, H. J. and Glazik, J. L. and Achenbach, J. D., CONSTRUCTION OF A DYNAMIC WEIGHT FUNCTION FROM A FINITE-ELEMENT SOLUTION FOR A CRACKED BEAM., Journal of Applied Mechanics, Transactions ASME, vol. 47 no. 1 (1980), pp. 51 - 56 .
    (last updated on 2007/04/09)

    Abstract:
    An elastodynamic weight function for a cracked beam is shown to be determined by the elastodynamic stress intensity factor corresponding to a single crack-face loading of the beam. This weight function suffices to determine the time-dependent stress intensity factor corresponding to other dynamic loadings of the same cracked beam. The example of a center-cracked pinned-pinned beam serves to illustrate and verify the technique.

    Keywords:
    MATHEMATICAL TECHNIQUES - Finite Element Method;

 

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