Civil and Environmental Engineering at Duke

publications by Henry Petroski.


Papers Published

  1. Petroski, H. J. and Verma, A., PLASTIC RESPONSE OF CANTILEVERS WITH STABLE CRACKS., Journal of Engineering Mechanics, vol. 111 no. 7 (1985), pp. 839 - 853 .
    (last updated on 2007/04/09)

    Abstract:
    Simple analytical models and experiments are employed to demonstrate the structural response of a cantilever beam with a stable crack subjected to impact loading. The mode of plastic deformation is shown to depend very strongly upon the size and location of the crack; and the permanent damage suffered by a cracked beam is found to be significantly different in magnitude and character from that of a correspondingly-loaded uncracked beam.

    Keywords:
    PLASTICITY - Analysis;MATERIALS - Crack Propagation;STRUCTURAL DESIGN - Loads;

 

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