CV Lattes
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Universidade de São Paulo (USP). Escola de Engenharia de São Carlos (EESC) (Institutional affiliation from the last research proposal) Birthplace: Brazil
graduate at Engenharia Civil from Universidade Federal de Minas Gerais (2003) and master's at Engenharia de Estruturas from Universidade de Sao Paulo - Campus de Sao Carlos (2006). Has experience in Civil Engineering, focusing on Mecanic of the Structures, acting on the following subjects: concreto armado, analise nao linear, metodo dos elementos finitos, elementos finitos and método dos elementos de contorno. (Source: Lattes Curriculum)
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The adequate prediction and the description of the mechanical-material collapse have great importance in structural engineering, because these tasks enable the accurate definition of limit states and lead to economic and safe designs. The Fracture Mechanics theories can be utilized in this purpose; once various material failures can be explained consistently by cracks action. Because of t…
The digital transformation is still little consolidated in Brazilian society. Improvements in performance and differentiation resulting of such transformation have not yet been fully absorbed in companies and in the public administration. In general, solutions required for implementing the digital transformation in cities and in manufacturing processes combine advanced connectivity and au…
(Only some records are available in English at this moment)
This research proposes the development of numerical formulations based on the coupling between the Isogeometric Boundary Element Method (IGABEM) and the Level Set Method (LSM) for the topology optimization of structural elements. In the proposed formulations, the evolution of the body's boundary is described by the LSM, while the mechanical fields are determined by the IGABEM. As in IGABE…
This research aims the development of enriched numerical formulations based on the Boundary Element Method (BEM) for analysing the mechanical behaviour of three-dimensional cracked bodies. The BEM is a numerical method well-established to handle this problem. The stresses are evaluated accurately at the crack tips and the remeshing procedures are less complex because the non-requirement o…
This thesis proposal deals the development of numerical formulations based on the Boundary Element Method (BEM) for the mechanical analyses of three-dimensional cracked solids positioned in nonhomogeneous and reinforced structural systems. The efficiency of BEM in handling fracture mechanics problems is largely known, because of the non-requirement of the domain mesh, which makes the repr…
This thesis project aims the development of numerical formulations based on the Boundary Element Method (BEM) for the mecano-probabilistic analyses of cracked materials into nonhomogeneous structural systems. The BEM is an accurate numerical method for such problems. Due to the non-requirement of a domain mesh with BEM, stresses concentrations at the crack tips are accurately determined. …
(Only some records are available in English at this moment)
This research proposal continues the developments of the ongoing research grant 2019/18795-6 by São Paulo Research Foundation (FAPESP). The focus of this research project involves the development of enriched numerical formulations for the crack growth analysis of three-dimensional engineering components considering the Linear Elastic Fracture Mechanics and high-cycle fatigue. In this cont…
This PhD internship proposal aims to contribute with the proper development of the ongoing research project under the number 2016/23649-0 granted by the São Paulo State Foundation for Research (FAPESP). The main objective of this project is the proposition of numerical models based on the elastostatic formulation of the Boundary Element Method (BEM) to simulate the fracture and fatigue ph…
This research proposal intends the development of nonlinear formulations based on the Boundary Element Method (BEM) for random fracture and fatigue crack growth modelling. The BEM is a numerical method accurate for solving fracture problems. Because of the non-requirement of the domain mesh, the stresses concentration at the crack tip are accurately described. Moreover, the mesh dimension…
(Only some records are available in English at this moment)
| 6 / 6 | Completed research grants |
| 1 / 1 | Ongoing scholarships in Brazil |
| 7 / 5 | Completed scholarships in Brazil |
| 4 / 4 | Completed scholarships abroad |
| 18 / 16 | All research grants and scholarships |
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