Use este identificador para citar ou linkar para este item: http://repositorio.ufla.br/jspui/handle/1/12426
Título: Velocimetria por imagens de partículas aplicada ao estudo de deformações em madeira serrada e painéis de madeira
Autores: Gomes, Francisco Carlos
Braga Júnior, Roberto Alves
Savastano Júnior, Holmer
Hein, Paulo Ricardo Gherardi
Magalhães, Ricardo Rodrigues
Yanagi Junior, Tadayuki
Palavras-chave: Velocimetria
Particle image velocimetry
Madeira - Deformação
Módulo de elasticidade
Modulus of elasticity
Wood - Deformation
Speedometer
Data do documento: 6-Mar-2017
Editor: Universidade Federal de Lavras
Citação: PEREIRA, R. A. Velocimetria por imagens de partículas aplicada ao estudo de deformações em madeira serrada e painéis de madeira. 2017. 159 p. Tese (Doutorado em Engenharia Agrícola)-Universidade Federal de Lavras, Lavras, 2017.
Resumo: The use of constructive structural materials requires a deep knowledge of its characteristics, as well as methods of evaluating its physical and mechanical properties, for its better performance. Thus, it becomes important the search for methodologies of tests capable of describing the behavior of the materials. The objective of this study was to apply the particle image velocimetry (PIV) technique and verify its potential as a tool for measuring deformation and characterization of the materials. The non-destructive technique of PIV tests has the advantage of indirect measurement of deformations, with the possibility of field application and of not causing damage to the material. The PIV technique was applied to sawed wood of Pinus oocarpa, and Eucalyptus grandis, plywood panels, LVL (Laminated veneer lumber) and OSB (Oriented strand board) in static bending test. It has been found through comparison to a conventional test method that the PIV technique was able to measure the displacements occurred in the static bending tests in different regions of the samples. By applying the Student's ttest with 1% confidence, it was verified that some values of deformation were equal in the two applied techniques and the measurements that did not present statistical equality, obtained a correction equation (y = ax + b ) with values of "a" close to 1 (highest value of a = 0.874) and values of “b” close to 0 (highest value of a = 0.094). Regarding the characterization of the materials, the values of modulus of elasticity found by the PIV technique were statistically the same as those found by the conventional methodology in all types of materials tested. It was concluded with the present study that the PIV technique is an accurate and reliable tool for measuring displacements in load-bearing parts and is also capable of characterizing different materials, with precision similar to the techniques traditionally used.
URI: http://repositorio.ufla.br/jspui/handle/1/12426
Aparece nas coleções:Engenharia Agrícola - Doutorado (Teses)



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