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首页> 外文期刊>Holz als Roh- und Werkstoff >Pull-compression tests on glued-in metric thread rods parallel to grain in glulam and laminated veneer lumber of different timber species
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Pull-compression tests on glued-in metric thread rods parallel to grain in glulam and laminated veneer lumber of different timber species

机译:在不同木材种类的胶合层材和层积单板木材中,与谷物平行的粘合公制螺纹杆的拉压试验

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摘要

Ongoing development of timber and timber products made from European hardwoods like ash and beech influences the selection of acceptable methods for connecting these elements and thus demands validation and application of current design methods for softwood and glulam. For the last 20 years, despite many national and international research projects and practical applications of glued-in rods in timber structures, there is still no universal standard with respect to their design. The use of adhesives available for bonding rods and timber is limited to softwood. This work shows the performance of different timber species Norway spruce (Picea abies Karst.), European ash (Fraxinus excelsior L.) and European beech (Fagus silvatica L.) and engineered timber products (laminated veneer lumber made of Norway spruce and European beech) based on comprehensive pull-compression tests of glued-in rods. For characterizing the elastic and elastic-plastic behavior, failure loads as well as stiffness and ductility were considered whereby the rod diameter and anchorage length were maintained constant. The aim of the research was to show that glued-in rods cannot only be used in softwoods and glulam members but also in hardwoods and in wood-based products such as LVL.
机译:木材和由欧洲硬木如灰烬和山毛榉制成的木材产品的不断发展影响了连接这些元素的可接受方法的选择,因此需要验证和应用当前的软木和胶合木设计方法。在过去的20年中,尽管有许多国内和国际研究项目以及胶合棒在木材结构中的实际应用,但在设计方面仍没有通用的标准。可用于粘合棒和木材的粘合剂仅限于软木。这项工作显示了不同木材种类的性能,包括挪威云杉(Picea abies Karst。),欧洲白蜡木(Fraxinus excelsior L.)和欧洲山毛榉(Fagus silvatica L.)以及工程木材产品(由挪威云杉和欧洲山毛榉制成的层压单板木材) )是根据胶合棒的全面拉压测试得出的。为了表征弹性和弹塑性行为,考虑了破坏载荷以及刚度和延展性,从而使杆直径和锚固长度保持恒定。该研究的目的是证明胶合棒不仅可用于软木和胶合木构件,而且可用于硬木和LVL等木质产品。

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  • 来源
    《Holz als Roh- und Werkstoff》 |2016年第3期|379-391|共13页
  • 作者单位

    Tech Univ Munich, D-80290 Munich, Germany;

    Univ Zagreb, Fac Civil Engn, Zagreb 41000, Croatia;

    Univ Zagreb, Fac Civil Engn, Zagreb 41000, Croatia;

    Tech Univ Munich, Holzforsch Munchen, D-80290 Munich, Germany|Delft Univ Technol, Fac Civil Engn & Geosci, Delft, Netherlands;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
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