Optimal shakedown design for bar systems: strength, stifness and stability constraints

dc.contributor.author	Atkočiūnas, Juozas
dc.contributor.author	Merkevičiūtė, Dovilė
dc.date.accessioned	2023-09-18T19:12:44Z
dc.date.available	2023-09-18T19:12:44Z
dc.date.issued	2004
dc.identifier.other	(BIS)VGT02-000008287
dc.identifier.uri	https://etalpykla.vilniustech.lt/handle/123456789/136566
dc.description.abstract	Known geometry perfectly elastic-plastic truss adapted to cyclic load defined by its upper and lower variation bounds is considered. Strenght, stiffness and stability constraints are included into non-linear mathematical model of truss minimum volume problem. Stiffness constraints are realized via displacement restriction of truss joints. [...].	eng
dc.format.extent	p. 361-362
dc.format.medium	tekstas / txt
dc.language.iso	eng
dc.title	Optimal shakedown design for bar systems: strength, stifness and stability constraints
dc.type	Konferencijos pranešimo santrauka / Conference presentation abstract
dc.type.pubtype	T2 - Konferencijos pranešimo tezės / Conference presentation abstract
dc.contributor.institution	Vilniaus Gedimino technikos universitetas
dc.contributor.faculty	Statybos fakultetas / Faculty of Civil Engineering
dc.subject.researchfield	T 002 - Statybos inžinerija / Construction and engineering
dcterms.sourcetitle	Proceedings of the Seventh International Conference on Computational Structures Technology. Lisbon, Portugal 7-9 September 2004
dc.publisher.name	Civil-Comp Press
dc.publisher.city	Stirling
dc.identifier.elaba	3668866

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