Análisis experimental del comportamiento mecánico de elementos de madera de pino silvestre de pequeña escuadría sometidos a compresión transversal a las fibras = Experimental analysis of the mechanical behavior of small squad pine wood elements subjected to cross-fiber compression
DOI:
https://doi.org/10.20868/ade.2016.3470Keywords:
Madera, construcción, esfuerzo de compresión, deformación, Wood, construction, compressive stress, deformationAbstract
Resumen
En numerosos detalles estructurales de construcciones realizadas con madera, el esfuerzo de compresión transversal a las fibras juega un papel muy importante y en muchas ocasiones condiciona su diseño. En este trabajo se analiza el comportamiento a compresión de piezas de madera de pino silvestre de pequeña escuadría sometidas a un esfuerzo de compresión transversal a las fibras y se han obtenido unos valores medios para la tensión de rotura y el módulo de elasticidad de 4,20 MPa y 305,86 MPa, respectivamente.
Abstract
In many structural details of buildings made of wood, the transverse compression stress to the fibers plays a very important role and often determines its design. In this work, the compression behavior of small pine wood pieces subjected to a cross - compressive stress to the fibers is analyzed and mean values for the tensile strength and the modulus of elasticity of 4,20 MPa and 305.86 MPa, respectively.
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References
AENOR, UNE-EN 338 (2010). ERRATUM:2011. Madera estructural. Clases resistentes. Asociación Española de Normalización y Certificación. Madrid.
AENOR, UNE-EN 56544 (2011). Clasificación visual de la madera aserrada para uso estructural. Madera de coníferas. Asociación Española de Normalización y Certificación. Madrid.
Argüelles, R., Arriaga, F. (1988). Curso de diseño y cálculo de estructuras de madera, COAM, Madrid.
Leijten, AJM., Jorissen, AJM., de Leijer, BJC (2012). The local bearing capacity perpendicular to grain of structural timber elements. Construction and Building Materials 27, 54-59. https://doi.org/10.1016/j.conbuildmat.2011.07.022
Leijten, AJM., Larsen, HJ., Van der Put, TACM (2010). Structural design for compression strength perpendicular to the grain of timber beams. Construction and Building Materials 24, 252-257. https://doi.org/10.1016/j.conbuildmat.2009.08.042
Lourenko PB, Feio AO, Machado JS (2007). Chestnut wood in compression perpendicular to the grain: Non-destructive correlations for test results in new and old wood Construction and Building materials 21, 1617-1627. https://doi.org/10.1016/j.conbuildmat.2006.07.011
Möhler K, Natterer J, Götz KH, Hoor D. (1987). Construire en bois, Editions du Moniteur, París.
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