| 注册
首页|期刊导航|爆炸与冲击|基于三维Hopkinson杆的混凝土动态力学性能研究

基于三维Hopkinson杆的混凝土动态力学性能研究

徐松林 王鹏飞 赵坚 胡时胜

爆炸与冲击2017,Vol.37Issue(2):180-185,6.
爆炸与冲击2017,Vol.37Issue(2):180-185,6.DOI:10.11883/1001-1455(2017)02-0180-06

基于三维Hopkinson杆的混凝土动态力学性能研究

Dynamic behavior of concrete under static triaxial loading using 3D-Hopkinson bar

徐松林 1王鹏飞 1赵坚 2胡时胜1

作者信息

  • 1. 中国科学技术大学中国科学院材料力学行为和设计重点实验室,安徽合肥230027
  • 2. 莫纳什大学土木工程系,澳大利亚墨尔本维多利亚3180
  • 折叠

摘要

Abstract

A type of 3D-Hopkinson bar dynamic testing system for investigating the dynamic behavior of concrete and rock under static triaxial loading was developed.The hydraulic servo control system employed in the testing system could provide independent triaxial pressure up to 100 MPa,and the split Hopkinson pressure bar employed in the impacting direction could provide dynamic loads.The dynamic responses on six faces of the cube specimen can be recorded by six bars in three dimensions,the lateral deformation states of the specimen under dynamic loading were obtained and analyzed by using this novelty Hopkinson bar.The dynamic compressive behaviors of C30 concrete under different static triaxial loading were investigated.

关键词

动态力学性能/真三轴静态加载/混凝土/三维Hopkinson压杆

Key words

dynamic behavior/static triaxial loading/concrete/3D-Hopkinson pressure bar

分类

数理科学

引用本文复制引用

徐松林,王鹏飞,赵坚,胡时胜..基于三维Hopkinson杆的混凝土动态力学性能研究[J].爆炸与冲击,2017,37(2):180-185,6.

基金项目

Australian Research Council Project(LE150100058) (LE150100058)

国家自然科学基金项目(11272304,11472264,11672286) (11272304,11472264,11672286)

爆炸与冲击

OA北大核心CSCDCSTPCD

1001-1455

访问量0
|
下载量0
段落导航相关论文