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ESTIMATION OF TENSILE STRENGTH PARALLEL TO GRAIN OF WOOD SPECIES 70
Christoforo,André L.; Panzera,Tulio H.; Lahr,Francisco A. R..
ABSTRACT According to the ABNT NBR 7190: 1997 standard, tensile strength of wood samples shall be defined as the ratio between the ultimate strength from a stress test and the specimen cross-sectional area (350 mm2). However, due to the complex wood anatomy and experimental difficulties, the fractured surface in tested samples are not perpendicular to the loading direction; therefore, such fractured surface becomes larger than the sample cross section, overestimating tensile strength by this method. Using an alternative approach, we aimed to determine the approximate fracture surface of wood specimens subjected to tensile test. For this purpose, we used the least square method to estimate tensile strength of four hardwood species, which were equally...
Tipo: Info:eu-repo/semantics/article Palavras-chave: Tensile Strength; Wood; Hardwood; Least Square Method.
Ano: 2019 URL: http://www.scielo.br/scielo.php?script=sci_arttext&pid=S0100-69162019000400533
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Numerical evaluation of the modulus of longitudinal elasticity in structural round timber elements of the Eucalyptus genus 70
Christoforo,André L.; Panzera,Túlio H.; Batista,Fabiano B.; Borges,Paulo H. R.; Lahr,Francisco A. R..
Currently, the standards that deal with the determination of the properties of rigidity and strength for structural round timber elements do not take in consideration in their calculations and mathematical models the influence of the existing irregularities in the geometry of these elements. This study has as objective to determine the effective value of the modulus of longitudinal elasticity for structural round timber pieces of the Eucalyptus citriodora genus by a technique of optimization allied to the Inverse Analysis Method, to the Finite Element Method and the Least Square Method.
Tipo: Info:eu-repo/semantics/article Palavras-chave: Round timber; Finite Element Method; Least Square Method.
Ano: 2011 URL: http://www.scielo.br/scielo.php?script=sci_arttext&pid=S0100-69162011000500018
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