首页> 外文期刊>Engineering Structures >Failure mechanisms of dowel-type fastener connections perpendicular to grain
【24h】

Failure mechanisms of dowel-type fastener connections perpendicular to grain

机译:垂直于木纹的销钉式紧固件连接的失效机理

获取原文
获取原文并翻译 | 示例

摘要

Dowel-type fastener connections perpendicular to grain may fail in either a ductile or a brittle fashion. Whether the failure mechanism should be classified as ductile, depends on the definition of ductility utilized. Generally, the load-slip response is considered as a means of ductility quantification. In this respect, the elastic potential energy is calculated (being the area underneath the load-slip response) or the ratio of the ultimate slip and the slip at the onset of yielding is used, amongst others. Another approach relates to the European Yield Model which is commonly adopted in design standards to calculate the load-bearing capacity of dowel-type fastener connections. In this respect, ductility may be considered to be associated with plastic deformation of the steel fasteners solely since the deformation ability of connections with dowel-type fasteners at yield is much larger compared to situations with non-yielding fasteners. In the case of connections with rigid dowel-type fasteners, it therefore may be suggested that less ductility is exhibited although it is recognized that timber in compression perpendicular to grain exhibits plastic capabilities as well. Whether these connections behave either brittle or ductile is related to the spacing requirements as well. In this paper, first an overview of potential fracture and failure mechanisms of dowel-type fastener connections is provided. Experimental results of a variety of connections and corresponding failure mechanisms are presented. Based on mechanical models to predict the load-bearing capacity, classification of these connections in terms of ductility is provided, and the governing parameters involved are distinguished. This paper does not intend to provide a quantification procedure of ductility. Yet, an extensive overview of failure mechanisms and an analytical analysis of parameters involved are given providing expressions to calculate the failure mechanism being governing.
机译:垂直于纹理的销钉型紧固件连接可能会以韧性或脆性方式失效。失效机制是否应归类为延性,取决于所用延性的定义。通常,将滑移响应视为延性量化的一种手段。在这方面,除其他外,计算弹性势能(在载荷-滑动响应下面的面积),或者使用极限滑动与屈服开始时的滑动的比率。另一种方法涉及欧洲屈服模型,该屈服模型通常在设计标准中用于计算销钉式紧固件连接的承载能力。在这方面,延展性可以被认为与钢紧固件的塑性变形有关,这是因为与非屈服紧固件相比,销钉型紧固件的连接件的变形能力大得多。因此,在使用刚性销钉固定件进行连接的情况下,尽管人们认识到垂直于谷物的压缩木材也具有塑性,但也可能显示出较低的延展性。这些连接是脆性的还是延性的,也与间距要求有关。在本文中,首先概述了销钉型紧固件连接的潜在断裂和失效机理。给出了各种连接和相应故障机制的实验结果。基于预测负载能力的机械模型,根据延展性对这些连接进行了分类,并区分了所涉及的控制参数。本文无意提供延展性的量化程序。然而,给出了故障机理的广泛概述以及对所涉及参数的分析分析,从而提供了计算失效机理的表达式。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号