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首页> 外文期刊>Composite Structures >Single-bolt tension joint tests on pultruded GRP plate -- effects of tension direction relative to pultrusion direction
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Single-bolt tension joint tests on pultruded GRP plate -- effects of tension direction relative to pultrusion direction

机译:拉挤玻璃钢板上的单螺栓拉伸接头测试-拉伸方向相对于拉挤方向的影响

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摘要

The literature on single-bolt tension joints in structural grade pultruded GRP plate is reviewed and the differences between the main investigations are highlighted. Details are given of the test setup and the joint configurations used in a series 54 such tests on single-bolt joints in which the angle between the pultrusion and tension axes (the off axis angle) and the joint geometry are varied. Ultimate strength, intial stiffness, initial bolt slip and bolt displacement at failure data are presented as functions of the joints' principal geometric ratios. The observed joint failure modes show that, for off axis angles 230°, bearing failure (a relatively benign failure mode) does not arise. Instead, tension mode failure predominates and cracks tend to propagate parallel to the rovings diagonally across the width of the joint. It is concluded that the rovings play a significant role in controlling the crack propagation and this has implications for joint layout and design in pultruded GRP plate.
机译:回顾了有关结构级拉挤玻璃钢板单螺栓拉力接头的文献,并突出了主要研究之间的差异。详细介绍了在单螺栓接头上进行的54系列此类试验中使用的测试装置和接头配置,其中拉挤拉伸轴和张紧轴之间的角度(偏轴角)和接头几何形状均发生了变化。极限强度,初始刚度,初始螺栓滑移和破坏数据下的螺栓位移均作为接头主要几何比的函数给出。观察到的接头失效模式表明,对于偏心角230°,不会出现轴承失效(相对良性失效模式)。取而代之的是,张力模式失效占主导地位,并且裂纹趋于平行于粗纱以对角线的形式在接缝的宽度上扩展。结论是,粗纱在控制裂纹扩展方面起着重要作用,这对拉挤玻璃钢板的接缝布局和设计具有重要意义。

著录项

  • 来源
    《Composite Structures》 |1998年第4期|p.341-351|共11页
  • 作者

    G. J. Turvey;

  • 作者单位
  • 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 工程材料学;
  • 关键词

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