WOOD RESEARCH Volume 64, Number 5, 2019
Tiago Capobianco Morando, André Luis Christoforo, Vinicius Borges De Moura Aquino, Francisco Antonio Rocco Lahr, Greyce Bernardes De Mello Rezende, and Raul Tadeu Lobato Ferreira

Characterization of the wood species Qualea albiflora for structural purposes

The present article aimed to characterize the wood specie Qualea albiflora (Mandioqueira), in order to enable its use for structural purposes. The tests to obtain the physical and mechanical characteristics were carried out according to the Brazilian standard ABNT NBR 7190, allowing the classification of the Qualea albiflora in the strength class C60, a wood species suitable for use in heavy constructions. After the characterization, it was verified with the aid of regression models (linear, logarithmic, exponential and geometric), that it is not possible to make use of the apparent density in the estimation of the other physical and mechanical characteristics, obtaining a bad adjustment in all the cases (R² < 50.00%) and the non-representativeness of the models adopted (P-Value> 0.05).

WOOD RESEARCH Volume 66, Number 2, 2021
Vinicius Borges De Moura Aquino, Marcus Vinicius Pereira De Freitas, Claudia Queiroz De Vasconcelos, João Paulo Boff Almeida, Felipe Nascimento Arroyo, Edson Fernando Castanheira Rodrigues, André Luis Christoforo, Diego Henrique De Almeida, Sergio Augusto Mello Silva, Diogo Aparecido Lopes Silva, Roberto Vasconcelos Pinheiro, and Francisco Antonio Rocco Lahr

Physical and mechanical characterization of Planchonella Pachycarpa wood species for use in structural purpose

This research aimed to characterize the wood species Goiabão (Planchonella pachycarpa), following the precepts set forth in the Brazilian standard ABNT NBR 7190, as well as to evaluate the possibility of estimating physical and mechanical properties, using the analysis of variance (ANOVA) as a function of apparent density, and also to estimate the stiffness properties as a function of the respective strength property. The physical and mechanical properties were considered adequate for the use of this wood for structural purposes, being classified in class C40. According to the results of the regression models, it is possible to estimate the tensile strength parallel to the fibers as a function of the apparent density. It was also possible to estimate the longitudinal elastic modulus in the compression parallel to the fibers as a function of the compressive strength parallel to the fibers.