Classes of solutions in the problem of stability analysis in bars with varying cross-section and axial distributed loading

Panayotounakos, DE

dc.contributor.author	Panayotounakos, DE	en
dc.date.accessioned	2014-03-01T01:10:53Z
dc.date.available	2014-03-01T01:10:53Z
dc.date.issued	1995	en
dc.identifier.issn	0020-7683	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/11473
dc.subject	Analytic Solution	en
dc.subject	Cross Section	en
dc.subject	Ordinary Differential Equation	en
dc.subject	Stability Analysis	en
dc.subject.classification	Mechanics	en
dc.subject.other	Bending (deformation)	en
dc.subject.other	Differential equations	en
dc.subject.other	Loads (forces)	en
dc.subject.other	Mathematical transformations	en
dc.subject.other	Problem solving	en
dc.subject.other	Stability	en
dc.subject.other	Stiffness	en
dc.subject.other	Axial distributed loading	en
dc.subject.other	Cross-section	en
dc.subject.other	Flexural stiffness	en
dc.subject.other	Ordinary differential equation	en
dc.subject.other	Stability analysis	en
dc.subject.other	Bars (metal)	en
dc.title	Classes of solutions in the problem of stability analysis in bars with varying cross-section and axial distributed loading	en
heal.type	journalArticle	en
heal.identifier.primary	10.1016/0020-7683(95)00022-3	en
heal.identifier.secondary	http://dx.doi.org/10.1016/0020-7683(95)00022-3	en
heal.language	English	en
heal.publicationDate	1995	en
heal.abstract	We construct classes of analytical solutions for the linear ordinary differential equation of variable coefficients governing the stability analysis of bars with varying cross-section and axial distributed loading. The analytical solutions obtained by Li et al. [(1995) Int. J. Solids Structures] for two kinds of variable stiffness and axial loading in such types of bars result as special cases. © 1995.	en
heal.publisher	PERGAMON-ELSEVIER SCIENCE LTD	en
heal.journalName	International Journal of Solids and Structures	en
dc.identifier.doi	10.1016/0020-7683(95)00022-3	en
dc.identifier.isi	ISI:A1995RQ94400009	en
dc.identifier.volume	32	en
dc.identifier.issue	21	en
dc.identifier.spage	3229	en
dc.identifier.epage	3236	en