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钢齿齿长变化对复合材料预紧力齿连接接头力学性能影响的试验研究

孙建 刘亚文 高一峰 赵启林 戚亮

中国机械工程2017,Vol.28Issue(9):1101-1105,1111,6.
中国机械工程2017,Vol.28Issue(9):1101-1105,1111,6.DOI:10.3969/j.issn.1004-132X.2017.09.017

钢齿齿长变化对复合材料预紧力齿连接接头力学性能影响的试验研究

Experimental Ressearch on Mechanics Properties of Composite Pre-tightened Teeth Connection Based on Length Changes of Steel Teeth

孙建 1刘亚文 1高一峰 1赵启林 2戚亮3

作者信息

  • 1. 解放军理工大学野战工程学院,南京,210007
  • 2. 南京工业大学机械与动力工程学院,南京,211800
  • 3. 黄河水利职业技术学院土木与交通工程学院,开封,475004
  • 折叠

摘要

Abstract

The CFRP pre-tightening teeth connector were investigated by changing the length of steel teeth,and the failure modes and the ultimate load of the specimens were tested.In addition,the critical tooth lengths of bending shear deformations were put out through deducing equations and the-oretical analyses.The research shows that the specimens have three failure modes when the lengths of steel teeth were changed.It may effect the ultimate bearing capacity of single tooth when the length of steel tooth is small .However,the influences tend to be stable when the steel tooth achieves a certain length.Critical tooth length may be calculated and the result is j ust the designed length of the steel tooth.

关键词

复合材料/预紧力齿连接/破坏模式/极限承载力/临界齿长

Key words

composite/pre-tightened teeth connection/failure mode/ultimate bearing capacity/critical tooth length

分类

通用工业技术

引用本文复制引用

孙建,刘亚文,高一峰,赵启林,戚亮..钢齿齿长变化对复合材料预紧力齿连接接头力学性能影响的试验研究[J].中国机械工程,2017,28(9):1101-1105,1111,6.

基金项目

国家自然科学基金资助项目(11372355) (11372355)

中国机械工程

OA北大核心CSCDCSTPCD

1004-132X

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