PG-EAM - Graduate Program in Aeronautical and Mechanical Engineering
PT EN
Alfredo R. de Faria

Alfredo R. de Faria

CNPq Fellow Nível C
17
h-index
812
Citations
84
Articles

Research Lines

  • Structural composites
  • Numerical simulation
  • Structural optimization
Last Update: 2026-08-17

Publications (84)

84 publications
Article 2026

Effect of stabilizing binder on void morphology and mechanical performance of wet compression molded rapid-curing non-crimp fabric composites

Portela, Renan Miranda , Soltansaleki, Ayshan , Melenka, Garrett W. , de Faria, Alfredo Rocha , Montesano, John

Composites Part A Applied Science and Manufacturing , vol. 206
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© 2026 The Authors.The use of binder-stabilized fabrics in wet compression molding (WCM) processes may be necessary to maintain fabric integrity and improve the bending stiffness of thick fabric stacks for improved resin management, particularly for unidirectional non-crimp fabrics (UD-NCFs). Therefore, it is essential to characterize the influence of stabilizing binder on the mechanical properties and quality of the final part. In this study, UD-NCF composite panels were manufactured with distinct processing conditions, including binder pre-activation and vacuum application during WCM, and extracted specimens were mechanically tested and microscopically assessed via optical microscopy and X-ray computed tomography. Pre-activation of the stabilizing binder reduced void content within the composite panels, thereby enhancing mechanical properties. Additionally, drawing vacuum for a duration of 20 s reduced the volume of large voids and increased the fiber volume fraction and interlaminar shear strength. This study provides valuable insights into the effects of a stabilizing binder and vacuum assistance on the mechanical properties of binder-stabilized UD-NCF composites.

Article 2026

Analytic Solution for Two Dimensional Beam Problems: Pure Stress Boundary Conditions

Baier-Saip, J. A. , Baier, P. A. , de Faria, A. R. , Baier, H.

International Journal of Applied and Computational Mathematics , vol. 12 (3)
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© The Author(s), under exclusive licence to Springer Nature India Private Limited 2026.Closed-form analytical solutions for displacement, strain, and stress serve as essential benchmarks for validating numerical methods. This work constructs complete function sets that generate two classes of strong solutions to the governing partial differential equations of two-dimensional beams. The boundary conditions are of Neumann type, prescribing displacement derivatives (strains) or equivalently stresses along all surfaces. The proposed framework is demonstrated on orthotropic and isotropic beams, effectively reproducing continuous and discontinuous surface stresses. The results provide a versatile set of benchmark solutions for assessing beam mechanics models.

Article 2026

Characterizing and modelling the time-dependent compaction response of an infiltrated binder-stabilized unidirectional non-crimp fabric

Portela, Renan Miranda , Schäfer, Bastian , Kärger, Luise , de Faria, Alfredo Rocha , Montesano, John

Composites Part A Applied Science and Manufacturing , vol. 204
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© 2026 The Author(s).In wet compression molding (WCM), understanding the compaction behavior of infiltrated reinforcement fabrics is essential, as it impacts the microstructure and fiber volume fraction of the finished part. Incorporating binder-stabilized reinforcements may be necessary in WCM to improve material handling and enhance part quality. This research aims to characterize and model the time-dependent compaction behavior of an infiltrated, binder-stabilized carbon fiber unidirectional non-crimp fabric (UD-NCF) through multi-phase experiments, specifically focusing on effects of resin viscosity, stacking sequence, and binder pre-activation. Findings indicate that infiltrated fabric requires lower compaction forces compared to dry fabric, mainly due to the lubrication of tows and stitching, which reduces tow-stitch friction and provides less resistance to tow spreading. Furthermore, compaction forces increase with binder pre-activation across all conditions tested, while the degree of relaxation is reduced. Lastly, the stacking sequence has a minor influence on the compaction response owing to limitations in tow nesting imposed by supporting fibers. Maxwell and fractional Zener models are considered to capture the fabric time-dependent response, with the latter providing an improved fit to the experimental data. This is the first detailed investigation on compaction behavior of infiltrated, binder-stabilized UD-NCFs, offering new and important insights into their complex deformation response.

Article 2026

A global-local superposition-based beam finite element for predicting mode I delamination

Possati, C. M. , Lima, A. S. , de Faria, A. R.

Journal of the Brazilian Society of Mechanical Sciences and Engineering , vol. 48 (4)
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© The Author(s), under exclusive licence to The Brazilian Society of Mechanical Sciences and Engineering 2025.This study proposes a quasi-2D composite beam finite element based on a global–local superposition, combined with an interlaminar damage model, with the aim of accurately assessing, predicting, and evaluating delamination in composite laminates, as well as structural health, under both environmental and operational conditions. The changes in the mechanical properties of the laminated material induced by delamination are computed as a function of the interfacial displacements The main advantage of this formulation lies in its computational efficiency, ensured by the global-local superposition of displacement fields, which not only captures the expected zig-zag behavior of stresses and displacements, but also makes the total number of degrees of freedom (DOFs) independent of the number of layers. This is achieved because the local DOFs, whose quantity is related to the interpolation functions in each layer, are efficiently eliminated through the application of boundary conditions and the CZ0continuity criteria, allowing the displacements and stresses to be determined exclusively by the DOFs used in beam elements. In this context, the finite element (FE) formulation is applied only to mode I delamination (opening) with a bilinear loading–unloading curve, considering cases of different interlaminar thicknesses, loading conditions, and environmental situations. It is worth noting, however, that the new proposal enables the inclusion of other delamination modes as well as formulations based on different forms of stress–displacement curves for loading and unloading. Finally, the proposed beam element provides a concise, detailed, and efficient analysis of laminated structures of varying complexity, delivering relevant and consistent results regarding structural damage behavior. Moreover, it enhances damage predictability, contributes to structural health monitoring, and improves design efficiency in composite structures, since the algorithm is simple to implement, requires low computational cost, and offers results comparable to commercial software for two-dimensional analyses, making it an excellent economic and effective option.

Article 2026

Effect of loading rate, viscosity, and binder activation on the bending response of an infiltrated UD-NCF

Portela, Renan Miranda , Schäfer, Bastian , Kärger, Luise , de Faria, Alfredo Rocha , Montesano, John

Composites Part A Applied Science and Manufacturing , vol. 200
Citations: 1
Show abstract

© 2025 The Author(s)Assessing the bending response of infiltrated reinforcement fabrics is crucial in wet compression molding (WCM) as it affects macroscopic wrinkling. Binder-stabilized fabrics may be used in WCM to improve handleability and reduce defects, necessitating their characterization. This study examines the bending behavior of an infiltrated binder-stabilized carbon fiber unidirectional non-crimp fabric (UD-NCF), focusing on the effects of viscosity, loading rate, and binder pre-activation. Infiltration reduces bending stiffness compared to dry fabric owing to lubrication and lower tow-stitch friction, while higher loading rates increase bending stiffness for all considered conditions. Moreover, binder pre-activation increases fabric stiffness by enhancing tow-stitch cohesion and friction. As the first investigation on infiltrated binder-stabilized UD-NCF bending, this work advances understanding of the complex bending response.

Article 2025

A device for testing high strength metallic sheets undergoing cyclic forward and reverse tension–compression loads under plastic strain

da Silva, Fernando Carlos Magalhães Carneiro , de Faria, Alfredo Rocha

International Journal of Advanced Manufacturing Technology , vol. 141 (3-4) , pp. 2307-2315
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© The Author(s), under exclusive licence to Springer-Verlag London Ltd., part of Springer Nature 2025.A device apparatus was designed and built to enable the testing of sheet metal undergoing cyclic forward and reverse tension–compression loads under plastic deformation, while preventing the specimen from buckling. This test allows the identification of parameters for the characterization of the material according to advanced hardening models, that are of utmost interest to the automotive industry, for accurate representation of the physical phenomena occurring during mechanical forming, which enables for tighter manufacturing tolerances. The test specimens were manufactured from steel sheets made of materials BH220 and DP600, with thicknesses of 0.65 mm and 1.00 mm respectively. For each specimen tested, three tension–compression cycles were performed, at a strain rate of 0.5 mm/min. The maximum displacements were 0.6 mm in tension and 0.6 mm in compression. A fork configuration was used in which the device has four main plate blocks to transmit the longitudinal displacement of the machine to the sheet metal and to restrict the plane transverse displacement. The results show that the device is capable of creating the cyclic stress–strain curve of which accurate parameters of Yoshida-Uemori model can be extracted.

Article 2025

Characterization and modelling of milling induced damage in the carbon fibre reinforced composite laminates

Ribeiro Filho, Sergio Luiz Moni , de Faria, Alfredo Rocha , Donadon, Mauricio Vicente

Journal of Materials Research and Technology , vol. 37 , pp. 4291-4313
Citations: 2
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© 2025 The Author(s).This manuscript introduces an energy-based formulation for a three-dimensional ply failure model to investigate the milling-induced damage of UD carbon fibre laminate, using a VUMAT subroutine. The model incorporates a unique fibre-kink formulation, where kink-band initiation is characterized by matrix failure criteria within the localized deformation band. The modelling approach integrates continuum damage mechanics (CDM) with cohesive interface elements to predict both intra-translaminar and interlaminar failure modes. At the ply level, the CDM model takes in account in-plane shear failure, fibre failure (in tension/compression), and matrix cracking (in tension/compression). Machining-induced delamination is evaluated using native cohesive interface elements available in ABAQUS FE code. Cutting forces are computed at each increment of time during the simulations and experimentally validated through dry milling tests. A full factorial design (23) is established to identify the effects of cutting speed, depth of cut and tool geometry on the surface roughness, cutting forces and milling-induced damage on the UD carbon fibres. In general, a fairly good correlation between numerical predictions and experimental data in terms of milling force was found, with 6.51 % maximum deviation. The 4-flute end mill generated higher cutting forces (37.9 %) compared to the 7-flute tool, leading to increased extent of carbon fibre tearing and matrix fragmentation. The results outline the multi-mechanism nature of CFRP milling damage: at lower depths of cut, the damage is relatively uniform and characteristic of a ductile-dominated regime, whereas increased cutting depths promote brittle failure modes such as fibre pull-out, interfacial debonding, and delamination.

Article 2025

Integrated analysis strategy for detecting gear contact fatigue before reaching failure interruption criterion

da Silva, Rodrigo Metzger , Rego, Ronnie Rodrigo , de Faria, Alfredo Rocha

Journal of Sound and Vibration , vol. 595
Citations: 7
Show abstract

© 2024Identifying the occurrence of gear contact fatigue failure as early as possible is essential for condition-based maintenance (CBM). Vibration signals can be used to identify gear contact fatigue. However, the use of vibration signals can be challenging due to its complexity, compounded by lower levels of vibration during the initial stages of contact fatigue. The present study details a new algorithm that integrates stand-alone features to correlate the vibrational signal with early failure occurrence. The study aim is to identify the failure in the early stages, before reaching the ISO 6336–5 stopping criterion of 4 % damaged area. A damage induction on the flank of helical gears is applied to simulate and characterize the failure occurrence. Damping characteristics with impact evaluation, Kurtosis analysis and the monitoring of the Gear Meshing Frequency are applied to characterize the failure signature. This strategy stands out by the integration of these stand-alone features and their behavior. The algorithm's capacity is verified through durability tests, promoting the natural evolution of this failure mode. Results show a success rate of above 80 % at identifying the failure presence before the stopping criterion limit.

Article 2025

Geometrically nonlinear analysis of composite beams based on global–local superposition

de Faria, Alfredo R. , Baier-Saip, Jürgen A. , de Lima, André S.

Composite Structures , vol. 353
Citations: 2
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© 2024 Elsevier LtdA composite beam finite element is designed to capture through-thickness effects, specifically normal stress and strain and transverse shear, in the context of geometrically nonlinear analyses. The starting point for the formulation is a similar element already proposed for linear analyzes based on a global–local superposition approach, where local functions are defined in each layer of the laminate, and global functions are defined along the thickness. The consistency of the kinematic hypotheses is guaranteed by imposing the continuity equations of displacements through the thickness, the force balance equations along the thickness, directly or indirectly, by imposing the continuity of transverse stresses, and by applying the boundary conditions on the lower and upper surfaces of the elements. In the context of nonlinear analyzes, the imposition of continuity of displacements is straightforward. However, the continuity of the transverse stresses needs to be carefully imposed, as the relevant stresses are the second order Piola-Kirchhoff stresses and the strains are the Green-Lagrange strains, consistent with the total Lagrangian approach used. The constitutive equations are written in incremental form and a detailed analysis is conducted to ensure that the stresses and strains involved are physically consistent across the different reference frames employed. In order to assess the accuracy of the numerical model implemented, a unique semi-analytical technique is developed to obtain the response of asymmetrical laminated beams under compression.

Article 2024

Analytic solution for two dimensional beam problems: Pure displacement boundary conditions

Baier-Saip, J. A. , Baier, P. A. , de Faria, A. R. , Baier, H.

Applied Mathematical Modelling , vol. 134 , pp. 349-391
Citations: 1
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© 2024 Elsevier Inc.The present manuscript delineates the derivation of strong solutions for the linear elasticity problem in a two dimensional rectangular beam. The materials under consideration can exhibit either isotropic or orthotropic properties. Additionally, the analysis is not restricted to slender beams because the ratio between the length and the height of the beam can be arbitrary. The boundary conditions fall into the Dirichlet category, implying that both horizontal and vertical displacements are specified on all four surfaces. The sole requirement is that these surface displacements are continuous functions, although they may not necessarily be smooth. Since the displacements at the surfaces can be arbitrary, there is no need to consider approximations, such as those concerning local (small) boundaries in slender beams. Nonetheless, it is demonstrated that an equivalent principle to the Saint-Venant principle exists for pure displacement boundary conditions. The partial differential equations are solved through the separation of variables method, leading to the identification of two solution types, encompassing both cosine and sine Fourier series. Particular emphasis is placed on evaluating the convergence of these solutions. For two distinct and general examples, it is confirmed that the solutions indeed exist.

Supervisions (15 master's, 11 phd)

15
Master's Dissertations
11
PhD Theses
24
As Advisor
2
As Co-advisor