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GDS空心圆柱扭剪试验系统阻尼的测定

马倩倩 刘保健 韩珏 黄俊 解新妍

铁道科学与工程学报2017,Vol.14Issue(12):2631-2635,5.
铁道科学与工程学报2017,Vol.14Issue(12):2631-2635,5.

GDS空心圆柱扭剪试验系统阻尼的测定

The damping determination of the gds hollow cylindrical torsional shear test system

马倩倩 1刘保健 1韩珏 2黄俊 1解新妍1

作者信息

  • 1. 长安大学 公路学院,陕西 西安 710064
  • 2. 商洛学院,陕西 商洛 726000
  • 折叠

摘要

Abstract

Through the dynamic triaxial test of the GDS hollow cylindrical torsional shear test system, the dynamic stress and dynamic strain process curve of water sample was obtained first. The system damping ratioλ1 was then calculated through the traditional equivalent linear model. The damping ratio of the system λ2 was calculated on the basis of the cross-correlation function method, and λ1 and λ2 were finally compared. The experimental result shows that the test damping ratio increases as the dynamic stress amplitude increases, and there is a certain linear relationship between them:λ=kσd and k is between 4×10-5 and 7×10-5.

关键词

GDS空心圆柱扭剪试验/动态三轴试验/水试样/阻尼比

Key words

GDS hollow cylindrical torsional shear test/dynamic triaxial test/water sample/damping ratio

分类

建筑与水利

引用本文复制引用

马倩倩,刘保健,韩珏,黄俊,解新妍..GDS空心圆柱扭剪试验系统阻尼的测定[J].铁道科学与工程学报,2017,14(12):2631-2635,5.

基金项目

国家自然科学基金资助项目(51378004) (51378004)

铁道科学与工程学报

OA北大核心CSCDCSTPCD

1672-7029

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