在永久土中,一个大直径的端轴承堆的动态反应
Qiang Li1, Yongyuan Zhang2, Chen Chen3
1Department of Civil Engineering, Zhejiang Ocean University, Zhoushan, 316022, China. qiangli@zjou.edu.cn.
Scientific reports
|January 5, 2024
概括
冰土壤中大直径堆的新动态模型显示,横向惯性显著影响高频振动. 这种效应在较低细度比率的堆中更为明显,影响了垂直堆分析.
科学领域:
- 地质技术工程 地质技术工程
- 土壤动力学 土壤动力学
- 永久土工程 永久土工程
背景情况:
- 在冰的土壤中分析大直径堆的动态行为,对于寒冷地区的基础设施稳定至关重要.
- 现有的模型往往简化了堆行为,可能忽视了关键的动态效应.
研究的目的:
- 开发和验证一个垂直动态模型,用于冷土壤中的大直径堆.
- 为了研究横向惯性对土合器振动的影响.
- 评估温度和Poisson比对堆动态的影响.
主要方法:
- 建立了一个动态模型,将冷土壤视为和冷多孔介质.
- 简化了大直径的堆到一个一维的杆,结合横向惯性.
- 使用赫尔姆霍尔茨分解和变量分离,在频域中获得纵向合振动的分析解决方案.
主要成果:
- 横向惯性效应显著影响大直径堆的高频振动.
- 较小的细度比率的堆表现出横向惯性带来的较大影响.
- 温度和波桑比率极大地影响了结土壤中垂直堆振动.
结论:
- 横向惯性效应是冷土壤中大直径堆的动态分析的一个重要因素,特别是在高频率下.
- 对于准确的垂直振动分析,必须考虑堆细度比率,温度和波桑比率.
- 开发的模型提供了更全面的了解,在寒冷的环境中堆土的相互作用.
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