The impact problem for a rigid-plastic beam is formulated by using an interaction curve relating shearing force and bending moment for fully plastic action, and allowing for shear and rotary inertia effects. Using a simplified interaction diagram, the problem of point-impact loading is solved for a special case. The analysis shows that the shear effects are of considerable importance when the parameter μ0 = 2Q0l/M0 is less than 20 where Q0 and M0 are plastic-carrying capacities of the cross section for pure shear and bending, respectively, and 21 is the length of the beam.
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On the Effect of Shear on Plastic Deformation of Beams Under Transverse Impact Loading
B. Karunes ,
Department of Applied Physics, University of Calcutta, Calcutta, India
E. T. Onat
Division of Engineering, Brown University, Providence, R. I.
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Karunes, B., and Onat, E. T. (March 1, 1960). "On the Effect of Shear on Plastic Deformation of Beams Under Transverse Impact Loading." ASME. J. Appl. Mech. March 1960; 27(1): 107–110. https://doi.org/10.1115/1.3643883
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