Go to:
Logótipo
Você está em: Start > Publications > View > Formulation and numerical implementation of a variationally consistent multi-scale model based on second-order computational homogenisation at finite strains for quasi-static problems
Publication

Formulation and numerical implementation of a variationally consistent multi-scale model based on second-order computational homogenisation at finite strains for quasi-static problems

Title
Formulation and numerical implementation of a variationally consistent multi-scale model based on second-order computational homogenisation at finite strains for quasi-static problems
Type
Article in International Scientific Journal
Year
2022
Journal
Vol. 392
ISSN: 0045-7825
Publisher: Elsevier
Indexing
Publicação em ISI Web of Knowledge ISI Web of Knowledge - 0 Citations
Publicação em Scopus Scopus - 0 Citations
Other information
Authenticus ID: P-00W-6KS
Abstract (EN): A multi-scale model which couples a macro-scale strain-gradient theory with a classical continuum at representative volume element (RVE) level is formulated in this contribution for quasi-static problems. It enables modelling the inelastic response of heterogeneous materials at finite strains incorporating their microstructural size and accounting for non-uniform macroscopic deformation fields within the RVE. The development of the multi-scale model is based on the Method of Multi-Scale Virtual Power from which equilibrium equations and homogenisation relations are derived, ensuring a variationally consistent scale transition. The kinematical constraints at the RVE level are enforced with the Lagrange multiplier method and particularised for direct, periodic and minimal conditions. It is shown that the homogenised stresses can be obtained exclusively from the Lagrange multipliers. The finite element solution of the micro and macro equilibrium problems is presented in detail together with the numerical implementation. An efficient strategy is devised to compute the consistent macroscopic tangents required for the FE2 framework. The Newton-Raphson scheme is employed for the iterative solution of the corresponding non-linear system of equations at both scales. Numerical results show the effectiveness of the numerical strategy. A systematic analysis of the influence of the RVE length, the number and size of the micro-constituents, with different constitutive laws at the micro-scale and subjected to several macroscopic deformation states, is performed. The determination of an RVE that is both representative and descriptive of the macroscopic characteristic length is discussed. The accuracy of the numerical results is assessed against a reference direct numerical simulation.
Language: English
Type (Professor's evaluation): Scientific
No. of pages: 50
Documents
We could not find any documents associated to the publication.
Related Publications

Of the same authors

On the representativeness of polycrystalline models with transformation induced plasticity (2023)
Article in International Scientific Journal
da Silva, JAM; de Carvalho, MV; Coelho, RPC; Lopes, IAR; F.M. Andrade Pires
On the efficient enforcement of uniform traction and mortar periodic boundary conditions in computational homogenisation (2021)
Article in International Scientific Journal
Lopes, IAR; Ferreira, BP; F.M. Andrade Pires
An assessment of multi-scale models based on second-order computational homogenisation (2022)
Article in International Scientific Journal
Lopes, IAR; F.M. Andrade Pires
A fully second-order homogenization formulation for the multi-scale modeling of heterogeneous materials (2022)
Article in International Scientific Journal
Lopes, IAR; F.M. Andrade Pires

Of the same journal

The influence of numerical parameters in the calculation of gas turbine combustor flows (1992)
Article in International Scientific Journal
McGuirk, JJ; José Laginha Palma
Second-order multi-scale modelling of natural and architected materials in the presence of voids: Formulation and numerical implementation (2023)
Article in International Scientific Journal
dos Santos, WF; Lopes, IAR; F.M. Andrade Pires; Proença, SPB
On the finite element prediction of damage growth and fracture initiation in finitely deforming ductile materials (2004)
Article in International Scientific Journal
F. M. Andrade Pires; E. A. de Souza Neto; D. R. J. Owen
On the efficient enforcement of uniform traction and mortar periodic boundary conditions in computational homogenisation (2021)
Article in International Scientific Journal
Lopes, IAR; Ferreira, BP; F.M. Andrade Pires
Novel efficient method for structural reliability analysis using hybrid nonlinear conjugate map-based support vector regression (2021)
Article in International Scientific Journal
Behrooz Keshtegar; Mohamed El Amine Ben Seghier; Enrico Zio; José A. F. O. Correia; Shun-Peng Zhu; Nguyen-Thoi Trung

See all (19)

Recommend this page Top
Copyright 1996-2024 © Faculdade de Arquitectura da Universidade do Porto  I Terms and Conditions  I Acessibility  I Index A-Z  I Guest Book
Page created on: 2024-10-06 at 21:14:58 | Acceptable Use Policy | Data Protection Policy | Complaint Portal