Computational procedures for plastic shakedown design of structures

Risultato della ricerca: Article

20 Citazioni (Scopus)

Abstract

The minimum volume design problem of elasticperfectly plastic finite element structures subjected to a combination of fixed and perfect cyclic loads is studied.The design problem is formulated in such a way that incremental collapse is certainly prevented. The search for the structural design with the required limit behaviour is effected following two different formulations, both developed on the grounds of a statical approach: the first one operates below the elastic shakedown limit and is able to provide a suboptimal design; the second one operatesabove the elastic shakedown limit and is able to provide the/an optimal design. The Kuhn–Tucker conditions of the two problems provide useful information about the different behaviour of the obtained structures.An application concludes the paper; the comparison among the designs is effected, pointing out the different behaviour of the obtained structures as well as the required computational effort related to the numericalsolutions.
Lingua originaleEnglish
pagine (da-a)317-329
Numero di pagine13
RivistaDefault journal
Volume28
Stato di pubblicazionePublished - 2004

Fingerprint

Plastics
Kuhn-Tucker Conditions
Limit Behavior
Cyclic loads
Structural Design
Structural design
Finite Element
Design
Formulation

All Science Journal Classification (ASJC) codes

  • Software
  • Control and Systems Engineering
  • Computer Science Applications
  • Computer Graphics and Computer-Aided Design
  • Control and Optimization

Cita questo

@article{3d78fa0056c1443fa3f94431ba3cf337,
title = "Computational procedures for plastic shakedown design of structures",
abstract = "The minimum volume design problem of elasticperfectly plastic finite element structures subjected to a combination of fixed and perfect cyclic loads is studied.The design problem is formulated in such a way that incremental collapse is certainly prevented. The search for the structural design with the required limit behaviour is effected following two different formulations, both developed on the grounds of a statical approach: the first one operates below the elastic shakedown limit and is able to provide a suboptimal design; the second one operatesabove the elastic shakedown limit and is able to provide the/an optimal design. The Kuhn–Tucker conditions of the two problems provide useful information about the different behaviour of the obtained structures.An application concludes the paper; the comparison among the designs is effected, pointing out the different behaviour of the obtained structures as well as the required computational effort related to the numericalsolutions.",
author = "Francesco Giambanco and Luigi Palizzolo",
year = "2004",
language = "English",
volume = "28",
pages = "317--329",
journal = "Default journal",

}

TY - JOUR

T1 - Computational procedures for plastic shakedown design of structures

AU - Giambanco, Francesco

AU - Palizzolo, Luigi

PY - 2004

Y1 - 2004

N2 - The minimum volume design problem of elasticperfectly plastic finite element structures subjected to a combination of fixed and perfect cyclic loads is studied.The design problem is formulated in such a way that incremental collapse is certainly prevented. The search for the structural design with the required limit behaviour is effected following two different formulations, both developed on the grounds of a statical approach: the first one operates below the elastic shakedown limit and is able to provide a suboptimal design; the second one operatesabove the elastic shakedown limit and is able to provide the/an optimal design. The Kuhn–Tucker conditions of the two problems provide useful information about the different behaviour of the obtained structures.An application concludes the paper; the comparison among the designs is effected, pointing out the different behaviour of the obtained structures as well as the required computational effort related to the numericalsolutions.

AB - The minimum volume design problem of elasticperfectly plastic finite element structures subjected to a combination of fixed and perfect cyclic loads is studied.The design problem is formulated in such a way that incremental collapse is certainly prevented. The search for the structural design with the required limit behaviour is effected following two different formulations, both developed on the grounds of a statical approach: the first one operates below the elastic shakedown limit and is able to provide a suboptimal design; the second one operatesabove the elastic shakedown limit and is able to provide the/an optimal design. The Kuhn–Tucker conditions of the two problems provide useful information about the different behaviour of the obtained structures.An application concludes the paper; the comparison among the designs is effected, pointing out the different behaviour of the obtained structures as well as the required computational effort related to the numericalsolutions.

UR - http://hdl.handle.net/10447/34461

M3 - Article

VL - 28

SP - 317

EP - 329

JO - Default journal

JF - Default journal

ER -