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预应力轨枕疲劳试验研究

Experimental study on fatigue of pre-stressed concrete sleeper

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【作者】 杨虹

【Author】 YANG Hong (Wuhan University of Science and Technology Wuhan 430070 China)

【机构】 武汉理工大学! 湖北 武汉430070

【摘要】 介绍了预应力轨枕生产工艺,分析了预应力轨枕在工作时的受力状况,对预应力轨枕进行了疲劳试验,对试验结果进行了分析。基于试验研究的结论,提出了在预应力轨枕中掺入体积率为1 %的钢纤维作为改进的设计方案,并对改进的轨枕进行了试验研究。试验研究证明因钢纤维自身阻裂效应及其与预应力阻裂能力的复合,大幅度地减小了在疲劳荷载作用下轨枕的加载最大裂宽和裂高、剩余最大裂宽和裂高,由此可见,预应力钢纤维高强混凝土轨枕比原轨枕的性能要高。

【Abstract】  Productive process of pre-stressed sleeper was introduced. The load condition of pre-stressed sleeper in use was analyzed. Fatigue tests were performed on pre-stressed sleepers. The results of test were analyzed. Based on the conclusion of test the improved design project of pre-stressed sleeper was proposed to blend about 1 % of steel fiber volumetrically. The pre-stressed sleepers of the improved design project are subjected to fatigue test the results of these tests prove that the maximal width and height of crack caused by fatigue loads have been greatly decreased by both the self-detered crack effect of steel fiber and the detered crack effect of pre-stress. It can be included that the pre-stressed steel fiber concrete sleeper has a better performance than the old one.

  • 【文献出处】 岩土力学 ,Rock and Soil Mechanics , 编辑部邮箱 ,2001年03期
  • 【分类号】U213.34
  • 【被引频次】7
  • 【下载频次】211
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