Effect of shear and rotary inertia on dynamic fracture of a beam or plate in pure bending Article

Levy, C, Herrmann, G. (1982). Effect of shear and rotary inertia on dynamic fracture of a beam or plate in pure bending . Journal of Applied Mechanics, Transactions ASME, 49(4), 773-778. 10.1115/1.3162616

cited authors

  • Levy, C; Herrmann, G

abstract

  • The dynamic fracture response of a long beam of brittle material subjected to pure bending is studied. If the magnitude of the applied bending moment is increased quasi-statically to a critical value, a crack will propagate from the tensile side of the beam. As an extension of previous work, the effect of shear and of rotary inertia on the moment and induced axial load at the fracturing section is included in the present analysis. Thus an improved formulation is presented by means of which the crack length, crack-tip velocity, bending moment, and axial force at the fracture section are determined as functions of time after crack initiation. It is found that the rotary effect diminishes the axial force effect and retards total fracture time whereas the shear has an opposite effect. Thus by combining the two effects (to simulate to first order the Timoshenko beam) overall fracture is retarded and better agreement with experimental data is achieved. The results also apply for planestrain fracture of a plate in pure bending provided the value of the elastic modulus is appropriately modified. © 1982 by ASME.

authors

publication date

  • January 1, 1982

published in

Digital Object Identifier (DOI)

start page

  • 773

end page

  • 778

volume

  • 49

issue

  • 4