Mathematical models for the analysis and optimization of elasto-plastic plates and schells under complete plastic failure

Čyras, Aleksandras; Daniūnas, Alfonsas

Use this URL to cite this publication: https://hdl.handle.net/20.500.14911/144496

Mathematical models for the analysis and optimization of elasto-plastic plates and schells under complete plastic failure

Details

Publication Type (CRIS)

Straipsnis konferencijos medžiagoje kitoje duomenų bazėje / Article in conference proceedings in other databases (P1c)

Publication Type (eLABa)

Straipsnis konferencijos darbų leidinyje kitoje DB / Article in conference proceedings in other DB (P1c)

Author(s)

Author	Affiliation
Čyras, Aleksandras	Taikomosios mechanikos katedra / Department of Applied Mechanics (0260)
Daniūnas, Alfonsas	Metalinių ir kompozitinių konstrukcijų katedra / Department of Steel and Composite Structures (0259)

Title

Mathematical models for the analysis and optimization of elasto-plastic plates and schells under complete plastic failure

[en]

Aleksandras Čyras, Alfonsas Daniūnas

Is part of

Inelastic behaviour of plates and shells: IUTAM Symposium, Rio de Janeiro, Brazil, August 5–9, 1985

Published In

Year	Start Page	End Page
1986	345	356

Publisher

Berlin : Springer, 1986

Referenced in Database(s)(DBs)

SpringerLink

Extent

p. 345-356

URI

URI	Access Rights
https://hdl.handle.net/20.500.14911/144496
https://www.springer.com/la/book/9783642827785	Viso teksto dokumentas (prieiga prenumeratoriams) / Full Text Document (Access for Subscribers)

Science / Art Area

Technologijos mokslai / Technological sciences (T)

Field of Science / Art

Statybos inžinerija / Civil engineering (T002)

Mechanikos inžinerija / Mechanical Engineering (T009)

Matematika / Mathematics (N001)

Keywords (en)

Abstract (en)

Mathematical models for the analysis and optimization of elastic perfectly plastic structures under different types of loading are derived on the basis of the dual extremum principle for the minimum elastic potential of residual forces and maximum complementary work of residual displacements. The application of these types of mathematical models to the design of plates and schells is illustrated by examples.