Annie Cavalcante

Ms. Annie Cavalcante

orcid

Research Focus & Metrics

Academic Career Length

7Years (2020-Present)

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

Representative Publications

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27 October 2023 in Forests
Verified
Journal Article
Open access
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Diego Lima AguiarDiego Lima Aguiar
Diego Lima Aguiar
GJGeraldo Bortoletto Júnior
Geraldo Bortoletto Júnior
IJIvaldo Pontes Jankowsky
Ivaldo Pontes Jankowsky
LCLuana Candaten
Luana Candaten
ACAnnie Cavalcante
Annie Cavalcante
VMVictor Moutinho
Victor Moutinho
The objective of this study was to evaluate the composition of OSB panels created using the Amazonian species Caryocar villosum Aubl., Erisma uncinatum Warm., and Hymenolobium excelsum Ducke. The OSB was produced using a phenol–formaldehyde adhesive at a ratio of 30:40:30 for each layer. Different mixtures of Amazonian wood and Pinus caribaea var. caribaea. were tested. Physical (water absorption and thickness swelling after 2 and 24 h of immersion in water and non-return rate in thickness) and mechanical (internal bond and parallel and perpendicular static bending) tests were performed. The OSB panels composed of wood mixtures absorbed less water after 2 and 24 h of immersion when compared to the OSB produced using pine wood. After 24 h of immersion in water, the T3 panel (40% Pinus caribaea + 40% Hymenolobium excelsum + 20% Caryocar villosum) presented the lowest absorption value. In terms of swelling in thickness at 2 h and 24 h, the panel composed of 100% pine strands showed the highest swelling value, while the T3 treatment exhibited the lowest swelling value at 2 and 24 h, as well as for the rate of non-return in thickness. Regarding mechanical properties, we observed that all panels exhibited similar resistance for both parallel and perpendicular Modulus of Rupture, as well as parallel and perpendicular Modulus of Elasticity, except for the internal bond, where T3 demonstrated the highest resistance. Additionally, some OSB panels met the requirements of the EN 300 standard for OSB panels.

7 August 2020 in Research, Society and Development
Verified
Journal Article
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DKDebora Klingenberg
Debora Klingenberg
ANAdriana Maria Nolasco
Adriana Maria Nolasco
Ananias Francisco Dias JúniorAnanias Francisco Dias Júnior
Ananias Francisco Dias Júnior
LCLuana Candaten
Luana Candaten
ACAnnie Cavalcante
Annie Cavalcante
ESElias Costa de Souza
Elias Costa de Souza
Urban tropical forest species generate large amounts of wood waste by pruning and removing urban trees, which can be an accessible source of biomass that could be used to generate energy instead of being disposed of irregularly. The objective of this study was to evaluate the potential for energy production of the wood residue of seven species most used in urban forestry in the State of São Paulo, Brazil, by determining the physical, chemical and energetic characteristics. Wood waste of 7 common urban forests species in the State of São Paulo were collected in the city of Piracicaba, characterized (humidity, basic density and bulk density), chemically (extract content, volatile materials, fixed carbon and ash content) and energetically (higher, lower, useful calorific power, density energy and thermogravimetric analysis). The highest value of basic density was found in the species Cenostigma pluviosum (653.76 kg/m³), ​​all species had higher calorific values ​​greater than 19 MJ/kg and the energy density of the species varied between 4.45 to 10,80 GJ/m³. The use of these wood residues for direct combustion is a viable alternative and can be considered as a solution to replace the incorrect disposal, which is still a common practice in many cities in developing countries.

27 October 2021 in Environment, Development and Sustainability
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Journal Article
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DKD. Klingenberg
D. Klingenberg
ANA. M. Nolasco
A. M. Nolasco
LCL. Candaten
L. Candaten
ACAnnie Cavalcante
Annie Cavalcante
Diego Lima AguiarDiego Lima Aguiar
Diego Lima Aguiar
Ananias Francisco Dias JúniorAnanias Francisco Dias Júnior
Ananias Francisco Dias Júnior

13 May 2026 in Materials
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Journal Article
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ACAnnie Cavalcante
Annie Cavalcante
JMJorge Manuel Martins
Jorge Manuel Martins
MAMargarida Almeida
Margarida Almeida
Claudio Del MenezziClaudio Del Menezzi
Claudio Del Menezzi
LCLuísa Hora de Carvalho
Luísa Hora de Carvalho
The construction sector’s drive for sustainability has increased the use of Cross-Laminated Timber (CLT), yet its structural reliability is governed by the integrity of the adhesive bond line. This study evaluates the influence of three one-component polyurethane (PUR) formulations (R1, R2, R3) on the adhesion performance of maritime pine CLT. To isolate adhesive-related effects, lamellas were mechanically classified by modulus of elasticity (MOE) and randomly allocated within stiffness classes. Adhesive characterization through ABES, FTIR, and DSC revealed that R3 exhibited slower cure kinetics (t0 = 5482 s) but higher thermal stability. Mechanical testing showed that all formulations developed structurally effective dry bonds with shear strengths exceeding 7.1 MPa, with R3 achieving significantly higher dry shear and interlaminar strength. However, 24 h water immersion caused a catastrophic strength reduction exceeding 95% across all formulations, shifting the failure mode from the wood substrate to the adhesive layer. DSC analysis identified glass transition temperatures between 28 °C and 32 °C, which are consistent with the potential for moisture-induced plasticization near service temperatures. These results indicate that while slower-curing formulations like R3 enhance bond quality in dense softwoods due to improved interphase formation, all evaluated PUR systems showed significant vulnerability to saturated conditions, suggesting that adequate moisture protection is essential for maritime pine CLT applications.

28 August 2025
Verified
Book Chapter
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RRRossana Cortelini da Rosa
Rossana Cortelini da Rosa
ACAnnie Cavalcante
Annie Cavalcante
ISIsabella de Sá
Isabella de Sá
BVBento Viana
Bento Viana
PDPaula Dornelles
Paula Dornelles
Claudio Del MenezziClaudio Del Menezzi
Claudio Del Menezzi