Iterative algorithm for optimal shakedown design of plates

Atkočiūnas, Juozas; Rimkus, Liudvikas; Skaržauskas, Valentinas; Jarmolajeva, Ela

Use this url to cite publication: https://hdl.handle.net/20.500.14911/144712

Iterative algorithm for optimal shakedown design of plates

Details

Publication Type (CRIS)

Straipsnis recenzuojamoje Lietuvos tarptautinės konferencijos medžiagoje / Article in peer-reviewed Lithuanian international conference proceedings (P1e)

Publication Type (eLABa)

Straipsnis recenzuotame konferencijos darbų leidinyje / Article published in peer-reviewed conference proceedings (P1d)

Author(s)

Author	Affiliation
Atkočiūnas, Juozas	Taikomosios mechanikos katedra / Department of Applied Mechanics (0260)
Rimkus, Liudvikas	Taikomosios mechanikos katedra / Department of Applied Mechanics (0260)
Skaržauskas, Valentinas	Taikomosios mechanikos katedra / Department of Applied Mechanics (0260)
Jarmolajeva, Ela	Taikomosios mechanikos katedra / Department of Applied Mechanics (0260)

Title

Iterative algorithm for optimal shakedown design of plates

[en]

Juozas Atkočiūnas, Liudvikas Rimkus, Valentinas Skaržauskas, Ela Jarmolajeva

Title in other language

Prisitaikančių plokščių optimalaus projektavimo iteracinis algoritmas

[lt]

Is part of

Modern building materials, structures and techniques : proceedings of the 9th international conference, held on May 16-18, 2007 Vilnius, Lithuania [CD] / IABSE Lithuanian Group, Lithuanian Academy of Sciences, VGTU Civil Engineering Faculty

Published In

Year	Start Page	End Page
2007	1	11

Publisher

Vilnius : Technika, 2007

Extent

p. 1-11

URI

URI
https://hdl.handle.net/20.500.14911/144712

Cited references

Science / Art Area

Technologijos mokslai / Technological sciences (T)

Field of Science / Art

Mechanikos inžinerija / Mechanical Engineering (T009)

Keywords (en)

Abstract (en)

The paper considers optimal design problems of the elastic-plastic plates. Problems are formulated as nonlinear discrete optimization problems. The optimal shakedown elastic-plastic steel flexural plates under presence of strength and stiffness constraints is considered. An iterative approximate solution algorithm based on Rosen project gradient is proposed for optimal shakedown design of plates.