On Strain-Hardened Circular Cylindrical Shells

dc.contributor.author	Nicholas Perrone
dc.contributor.author	P. G. Hodge
dc.date.accessioned	2017-05-09T01:14:40Z
dc.date.available	2017-05-09T01:14:40Z
dc.date.copyright	September, 1960
dc.date.issued	1960
dc.identifier.issn	0021-8936
dc.identifier.other	JAMCAV-25555#489_1.pdf
dc.identifier.uri	http://yetl.yabesh.ir/yetl/handle/yetl/156944
dc.description.abstract	A consistent kinematic hardening theory termed complete hardening, based on a Tresca initial yield condition, has been applied to determine the general flow laws for rotationally symmetric shells. Representative “long” and “short” cylindrical shell problems with zero axial load are solved using complete hardening and a simpler but approximate kinematic hardening theory, termed direct hardening. The direct-hardening results compare favorably with the complete hardening ones.
dc.publisher	The American Society of Mechanical Engineers (ASME)
dc.title	On Strain-Hardened Circular Cylindrical Shells
dc.type	Journal Paper
dc.journal.volume	27
dc.journal.issue	3
dc.journal.title	Journal of Applied Mechanics
dc.identifier.doi	10.1115/1.3644029
dc.journal.fristpage	489
dc.journal.lastpage	495
dc.identifier.eissn	1528-9036
dc.keywords	Circular cylindrical shells
dc.keywords	Hardening
dc.keywords	Pipes
dc.keywords	Flow (Dynamics)
dc.keywords	Stress AND Shells
dc.tree	Journal of Applied Mechanics:;1960:;volume( 027 ):;issue: 003
dc.contenttype	Fulltext