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Descripción
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| The objective of this paper is to develop a two dimensional numerical model to simulate the response of Scots pine (Pinus sylvestris L.) defect free timber members in order to predict the behaviour of these members when subjected to external forces. For this purpose, data of the mechanical properties of Scots pine were obtained by performing experimental tests on specimens. We determined the stresses and deformations of timber beams in the elastic-plastic and plastic phases. In addition, we developed a finite element software that considered the orthotropic nature of timber, the non-linearity of the compression-reduction branch and the differing moduli of elasticity in tension and compression for Scots pine beams free from defects. The software developed simulates an experimental four point bending test according to UNE-EN 408 Standard. | |
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Internacional
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Si |
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JCR del ISI
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Si |
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Título de la revista
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Materiales de Construccion |
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ISSN
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0465-2746 |
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Factor de impacto JCR
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0,437 |
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Información de impacto
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Volumen
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62 |
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DOI
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10.3989/mc.2012.64110 |
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Número de revista
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306 |
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Desde la página
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269 |
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Hasta la página
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284 |
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Mes
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SIN MES |
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Ranking
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