A numerical procedure for the evaluation of the peak load of a general class of structures is expounded. Namely the addressed structures obey to a three stress invariants constitutive criterion of Menétrey-Willam-type endowed with cap in compression. The formulation, developed in the Haigh-Westergaard coordinates, allows an easy treatment of the mechanical problem in a 3D context as well as an interesting geometrical interpretation in the principal stress space.
An Algorithmic Approach for Peak load Evaluation of Structural Elements obeying a Menétrey-Willam type yield criterion
PISANO, Aurora Angela
2012
Abstract
A numerical procedure for the evaluation of the peak load of a general class of structures is expounded. Namely the addressed structures obey to a three stress invariants constitutive criterion of Menétrey-Willam-type endowed with cap in compression. The formulation, developed in the Haigh-Westergaard coordinates, allows an easy treatment of the mechanical problem in a 3D context as well as an interesting geometrical interpretation in the principal stress space.File in questo prodotto:
| File | Dimensione | Formato | |
|---|---|---|---|
|
Pisano_2012_EJDE_editor.pdf
non disponibili
Tipologia:
Versione Editoriale (PDF)
Licenza:
Tutti i diritti riservati (All rights reserved)
Dimensione
302.22 kB
Formato
Adobe PDF
|
302.22 kB | Adobe PDF | Visualizza/Apri Richiedi una copia |
I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.
