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文章基本信息

  • 标题:Stiffness of Carpentry Connections – Numerical Modelling vs. Experimental Test
  • 作者:Miloš Kekeliak ; Jozef Gocál ; Josef Vičan
  • 期刊名称:Civil and Environmental Engineering
  • 电子版ISSN:1336-5835
  • 出版年度:2015
  • 卷号:11
  • 期号:2
  • 页码:121-135
  • DOI:10.1515/cee-2015-0016
  • 语种:English
  • 出版社:Walter de Gruyter GmbH
  • 摘要:In this paper, numerical modelling of the traditional carpentry connection with mortise and tenon is presented. Numerical modelling is focused on its stiffness and the results are compared to results of experimental tests carried out by (Feio, 2005) [6]. To consider soft behaviour of wood in carpentry connections, which are related to its surface roughness and geometrical accuracy of the contact surfaces, the characteristics of the normal contact stiffness, determined experimentally, are introduced in the numerical model. Parametric study by means of numerical modelling with regard to the sensitivity of connection stiffness to contact stiffness is presented. Based on the study results, in conclusion there are presented relevant differences between the results of numerical modelling and experimental tests (Feio, 2005) [6].
  • 关键词:Timber structures ; Carpentry connections ; Joint stiffness ; Normal contact stiffness
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