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Lightweight reinforced wood beams through compression of its surface layers combined with the removal of lignin and hemicellulose.
Yang, Bin; Wu, Yiqiang; Wu, Xinfeng; Hao, Jingxin; Li, Xianjun; Hao, Xiaofeng.
Afiliación
  • Yang B; College of Materials Science and Engineering, Central South University of Forestry and Technology, Changsha 410004, Hunan, China.
  • Wu Y; College of Materials Science and Engineering, Central South University of Forestry and Technology, Changsha 410004, Hunan, China.
  • Wu X; College of Materials Science and Engineering, Central South University of Forestry and Technology, Changsha 410004, Hunan, China.
  • Hao J; College of Furniture and Art Design, Central South University of Forestry and Technology, Changsha 410004, Hunan, China. Electronic address: haojingxin@csuft.edu.cn.
  • Li X; College of Materials Science and Engineering, Central South University of Forestry and Technology, Changsha 410004, Hunan, China. Electronic address: lxjmu@csuft.edu.cn.
  • Hao X; College of Materials Science and Engineering, Central South University of Forestry and Technology, Changsha 410004, Hunan, China.
Int J Biol Macromol ; 259(Pt 2): 129306, 2024 Feb.
Article en En | MEDLINE | ID: mdl-38216008
ABSTRACT
When wood is used as a stressed component of building materials, the parts most prone to failure are the upper and lower surfaces which can be called the weak structure. In a hydrothermal environment, lignin and hemicellulose in wood readily soften and dissolve, thus leading to their designation as the weak structure. The weak structures results in the wood having a low strength. In this paper, the sandwich beam material can be obtained by two steps from the skin self-reinforcement method, whereby the weak structure of the wood surface was removed by the delignification, and then the wood surface was densified. The authenticity of the sandwich structure is proved by a scanning electron microscope (SEM) and density profile analysis. When the moisture content (MC) is 10 %-12 % and the mass loss ratio is 23.04 %, the optimal resilience of the sandwich beam is only 1 %, the maximum modulus of rupture (MOR) and modulus of elasticity (MOE) are 1.42 and 2.1 times greater than those of natural wood, respectively. This finding shows that our method strengthens the weak structure of natural wood, which has good flexural performance and springback ratio.
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Texto completo: 1 Colección: 01-internacional Banco de datos: MEDLINE Asunto principal: Madera / Lignina Idioma: En Revista: Int J Biol Macromol Año: 2024 Tipo del documento: Article País de afiliación: China

Texto completo: 1 Colección: 01-internacional Banco de datos: MEDLINE Asunto principal: Madera / Lignina Idioma: En Revista: Int J Biol Macromol Año: 2024 Tipo del documento: Article País de afiliación: China