CV Lattes
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Universidade Estadual Paulista (UNESP). Campus de Ilha Solteira. Faculdade de Engenharia (FEIS) (Institutional affiliation from the last research proposal) Birthplace: Brazil
graduation at Engenharia Civil from Universidade Federal do Rio Grande do Norte (2016). Has experience in Civil Engineering, focusing on Civil Construction, acting on the following subjects: bloco sílico-calcário, resíduo calcário and propriedades físico-mecânicas. (Source: Lattes Curriculum)
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Bridge slabs present a particular behavior in shear since both failures as a beam over a certain effective shear width as the punching shear can occur in these elements when subjected to concentrated loads. In this aspect, it is observed that most studies that address the topic have investigated the problem through reduced-scale tests with slabs subjected to only one partially distributed…
The models available in the literature for predicting the shear capacity of slabs without transverse reinforcement were mostly calibrated based on the analysis of reduced-scale beams, for which the scale effect is not very significant. However, in the case of slabs of large structures such as dams and tunnels, the scale effect tends to significantly reduce the shear strength of reinforced…
Punching resistance is usually one of the primary checks in the design of reinforced concrete flat slabs, especially in situations where shear reinforcement is unavailable. For slabs thicker than 300 mm, it is observed that there is a significant reduction in nominal shear resistance with increasing slab thickness, also known as the size effect. However, it is observed in the literature t…
Most of the shear strength models in the literature deal with the analysis of beams and the resistance to concentric punching of slabs. However, in the case of loads distributed in small areas and close to the support, a frequent situation in road bridge decks, an intermediate mode of rupture between beam shear and slab punching can occur. In this aspect, several studies were carried out …
The shear force strength has attracted, over the last decades, great discussions about the understanding of the involved mechanisms and their quantification. A large number of mechanical models developed mostly deal with the shear strength of beams or the concentric punching of slabs. However, in the case of loads distributed in small areas close to the support, a usual situation in bridg…
| 1 / 1 | Ongoing grants |
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| 2 / 2 | Ongoing scholarships in Brazil |
| 2 / 2 | Completed scholarships in Brazil |
| 6 / 6 | All research grants and scholarships |
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