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Influence of weathering on mechanical properties of culm samples of Guadua angustifolia Kunth bamboo with and without nodes

Identificadores
URI: http://hdl.handle.net/20.500.12251/3055
Ver/Abrir: https://www.scopus.com/inward/record.uri?eid=2-s2.0-85125940028&doi=10.1080%2f17480272.2022.2039961&partnerID=40&md5=2a963d283e8a78b47f52309d473ecac4
ISSN: 1748-0272
DOI: 10.1080/17480272.2022.2039961
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Autor
Suárez Vargas, Elisabet; Rescalvo Fernández, Francisco José; Fernández Sánchez, Alba; Cruz Valdivieso, Ana María; Gallego Molina, Antolino [et al.]
Fecha
2022
Materia/s

Bambú

Material de construcción

Cálculo estructural

Ensayos (propiedades o materiales)

Resistencia mecánica

Materia/s Unesco

3312.09 Resistencia de Materiales

3312.12 Ensayo de Materiales

3313.04 Material de Construcción

3312.08 Propiedades de Los Materiales

3305.39 Construcciones de Madera

3305.33 Resistencia de Estructuras

3312.13 Tecnología de la Madera

Resumen

Bamboo is a lignocellulosic material traditionally and increasingly appreciated as a structural material in construction within the context of a low-carbon circular bioeconomy. Evaluating changes in its basic mechanical properties when exposed to outdoor climatic conditions is of key importance. This paper describes bamboós behavior under compressive stresses in the direction of the culm, tensile and bending, when exposed to natural environmental conditions for two years, in comparison with control samples under stable conditions in a climatic chamber during the same period. Specifically, culms of the Guadua angustifolia Kunth species were exposed to the climatic conditions of the city of Granada (southern Spain). The results attest to a decrease of up to 9% in compressive strength, yet no influence in tensile or bending strength when the silica layer is placed on the compression face. Furthermore, the node enhances stiffness near the points of load application at bending, the node area undergoing lower stress, while the maximum stress and modulus of elasticity in a tensile state are reduced. The influence of nodes in compression is not relevant. © 2022 Informa UK Limited, trading as Taylor & Francis Group.

Bamboo is a lignocellulosic material traditionally and increasingly appreciated as a structural material in construction within the context of a low-carbon circular bioeconomy. Evaluating changes in its basic mechanical properties when exposed to outdoor climatic conditions is of key importance. This paper describes bamboós behavior under compressive stresses in the direction of the culm, tensile and bending, when exposed to natural environmental conditions for two years, in comparison with control samples under stable conditions in a climatic chamber during the same period. Specifically, culms of the Guadua angustifolia Kunth species were exposed to the climatic conditions of the city of Granada (southern Spain). The results attest to a decrease of up to 9% in compressive strength, yet no influence in tensile or bending strength when the silica layer is placed on the compression face. Furthermore, the node enhances stiffness near the points of load application at bending, the node area undergoing lower stress, while the maximum stress and modulus of elasticity in a tensile state are reduced. The influence of nodes in compression is not relevant. © 2022 Informa UK Limited, trading as Taylor & Francis Group.

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