Mario Rui Arruda

Dr. Mario Rui Arruda

CERIS at Instituto Superior Técnico, Lisbon 1049-001, Portugal
orcid

Research Focus & Metrics

Academic Career Length

17Years (2010-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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1 July 2015 in Cement and Concrete Composites
Verified
Journal Article
Closed access
JFJoão Firmo
João Firmo
JCJ.R. Correia
J.R. Correia
DPD. Pitta
D. Pitta
CTC. Tiago
C. Tiago
Mario Rui ArrudaMario Rui Arruda
Mario Rui Arruda

1 July 2017 in Composite Structures
Verified
Journal Article
Closed access
DMDavid Martins
David Martins
MPMiguel Proença
Miguel Proença
JCJ.R. Correia
J.R. Correia
JGJose Gonilha
Jose Gonilha
Mario Rui ArrudaMario Rui Arruda
Mario Rui Arruda
NSNuno Silvestre
Nuno Silvestre

1 October 2015 in Engineering Structures
Verified
Journal Article
Closed access
NRNuno Reis
Nuno Reis
Jorge De BritoJorge De Brito
Jorge De Brito
JCJ.R. Correia
J.R. Correia
Mario Rui ArrudaMario Rui Arruda
Mario Rui Arruda


1 March 2016 in Engineering Structures
Verified
Journal Article
Closed access
Mario Rui ArrudaMario Rui Arruda
Mario Rui Arruda
JFJoão Firmo
João Firmo
JCJ.R. Correia
J.R. Correia
CTC. Tiago
C. Tiago

15 January 2023 in Applied Sciences
Verified
Journal Article
Open access
PDF file
Mario Rui ArrudaMario Rui Arruda
Mario Rui Arruda
MTMattia Trombini
Mattia Trombini
APAlfonso Pagani
Alfonso Pagani
This study examines a new approach to facilitate the convergence of upcoming user-subroutines UMAT when the secant material matrix is applied rather than the conventional tangent (also known as Jacobian) material matrix. This algorithm makes use of the viscous regularization technique to stabilize the numerical solution of softening material models. The Newton–Raphson algorithm predictor-corrector of ABAQUS then applies this type of viscous regularization to a UMAT using only the secant matrix. When the time step is smaller than the viscosity parameter, this type of regularization may be unsuitable for a predictor-corrector with the secant matrix because its implicit convergence is incorrect, transforming the algorithm into an undesirable explicit version that may cause convergence problems. A novel 3D orthotropic damage model with residual stresses is proposed for this study, and it is analyzed using a new algorithm. The method’s convergence is tested using the proposed implicit-to-explicit secant matrix as well as the traditional implicit and explicit secant matrices. Furthermore, all numerical models are compared to experimental data. It was concluded that both the new 3D orthotropic damage model and the new proposed time step algorithm were stable and robust.