• English
    • Ελληνικά
    • Deutsch
    • français
    • italiano
    • español
  • italiano 
    • English
    • Ελληνικά
    • Deutsch
    • français
    • italiano
    • español
  • Login
Mostra Item 
  •   DSpace Home
  • Επιστημονικές Δημοσιεύσεις Μελών ΠΘ (ΕΔΠΘ)
  • Δημοσιεύσεις σε περιοδικά, συνέδρια, κεφάλαια βιβλίων κλπ.
  • Mostra Item
  •   DSpace Home
  • Επιστημονικές Δημοσιεύσεις Μελών ΠΘ (ΕΔΠΘ)
  • Δημοσιεύσεις σε περιοδικά, συνέδρια, κεφάλαια βιβλίων κλπ.
  • Mostra Item
JavaScript is disabled for your browser. Some features of this site may not work without it.
Tutto DSpace
  • Archivi & Collezioni
  • Data di pubblicazione
  • Autori
  • Titoli
  • Soggetti

An implicit numerical scheme for cyclic elastoplasticity and ratcheting under plane stress conditions

Thumbnail
Autore
Chatziioannou K., Karamanos S.A., Huang Y.
Data
2021
Language
en
DOI
10.1016/j.compstruc.2021.106509
Soggetto
Constitutive equations
Efficiency
Elastoplasticity
Hardening
Kinematics
Plasticity
Computational framework
Consistent tangent modulus
Constitutive relations
Cyclic elastoplasticity
Kinematic hardening rule
Large scale experiments
Plane stress condition
Structural component
Computational efficiency
Elsevier Ltd
Mostra tutti i dati dell'item
Abstract
The paper reports the development of an implicit numerical scheme for plane stress cyclic elasto-plasticity, capable of integrating a wide range of hardening rules, and simulating multi-axial ratcheting in metal structural components. Constitutive relations account for von Mises yielding in combination with mixed hardening. Emphasis is given to the kinematic hardening part, which is described with an advanced multiple back-stress model suitable for multi-axial material ratcheting simulation. The constitutive equations are integrated implicitly, and the accuracy of the algorithm is assessed via iso-error maps. Two main novelties of the algorithm refer to the incremental update of the internal variables through the solution of a single scalar equation, and the explicit formulation of the consistent tangent moduli. The numerical scheme is implemented within the finite element environment as an external material subroutine, and its computational efficiency is demonstrated through the simulation of large-scale experiments on pipe elbows. Using the proposed computational framework, two kinematic hardening rules are employed to simulate the elbow response with emphasis on local strain amplitude and accumulation (“ratcheting”). The good comparison between numerical and experimental results demonstrates the computational efficiency of the numerical scheme and highlights some key issues concerning multi-axial ratcheting simulation. © 2021 Elsevier Ltd
URI
http://hdl.handle.net/11615/72622
Collections
  • Δημοσιεύσεις σε περιοδικά, συνέδρια, κεφάλαια βιβλίων κλπ. [19743]
htmlmap 

 

Ricerca

Tutto DSpaceArchivi & CollezioniData di pubblicazioneAutoriTitoliSoggettiQuesta CollezioneData di pubblicazioneAutoriTitoliSoggetti

My Account

LoginRegistrazione
Help Contact
DepositionAboutHelpContattaci
Choose LanguageTutto DSpace
EnglishΕλληνικά
htmlmap