On the Effect of Shear on Plastic Deformation of Beams Under Transverse Impact Loading

dc.contributor.author	B. Karunes
dc.contributor.author	E. T. Onat
dc.date.accessioned	2017-05-08T23:11:48Z
dc.date.available	2017-05-08T23:11:48Z
dc.date.copyright	March, 1960
dc.date.issued	1960
dc.identifier.issn	0021-8936
dc.identifier.other	JAMCAV-926086#107_1.pdf
dc.identifier.uri	http://yetl.yabesh.ir/yetl/handle/yetl/94945
dc.description.abstract	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 = 2Q0 l/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.
dc.publisher	The American Society of Mechanical Engineers (ASME)
dc.title	On the Effect of Shear on Plastic Deformation of Beams Under Transverse Impact Loading
dc.type	Journal Paper
dc.journal.volume	27
dc.journal.issue	1
dc.journal.title	Journal of Applied Mechanics
dc.identifier.doi	10.1115/1.3643883
dc.journal.fristpage	107
dc.journal.lastpage	110
dc.identifier.eissn	1528-9036
dc.keywords	Deformation
dc.keywords	Shear (Mechanics)
dc.keywords	Rotational inertia
dc.keywords	Shearing AND Force
dc.tree	Journal of Applied Mechanics:;1960:;volume( 027 ):;issue: 001
dc.contenttype	Fulltext