Civil and Environmental Engineering at Duke

publications by Henry Petroski.


Papers Published

  1. Kumar, S. and Petroski, H. J., PLASTIC RESPONSE TO IMPACT OF A SIMPLY SUPPORTED BEAM WITH A STABLE CRACK., International Journal of Impact Engineering, vol. 3 no. 1 (1985), pp. 27 - 40 [0734-743X(85)90023-5] .
    (last updated on 2007/04/09)

    Abstract:
    A rigid perfectly plastic model is developed to study the effects of a central crack on the plastic response of a beam subjected to a central transverse impact load. The governing differential equations are expressed in terms of non-dimensional parameters representing the crack size, beam to projectile mass ratio, and energy input. The equations are solved numerically to obtain general solutions, and the effects of the parameters on the final permanent deformation are isolated and studied to identify the relative significance of each parameter.

    Keywords:
    METALS TESTING - Impact;MATHEMATICAL MODELS;FRACTURE MECHANICS;

 

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