Chrome Extension
WeChat Mini Program
Use on ChatGLM
VIPCreated with Sketch.

水下夯锤绕流阻力系数变化规律的数值模拟

黄建生,梁邦炎,王小平

wf（2017）

Cited 1|Views4
No score
Abstract
基于LS-DYNA流固耦合数值模拟方法,针对多个工程常用锤型进行数值模拟对比,分析了水下夯锤绕流阻力系数变化规律.结果表明:夯锤底面静压强一定时,夯锤质量越大,其绕流阻力系数越小;夯锤在水中下落的过程中,速度随着落距的增加而增大,但增长的幅度逐渐减小并趋于稳定;夯锤的能量利用率随着落距的增加而减小,其中夯锤底面静压强一定时,夯锤质量越小能量耗散率越大.
More
Translated text
Key words
hammer,underwater movement,flow resistance coefficient,energy dissipation rate
AI Read Science
Must-Reading Tree
Example
Generate MRT to find the research sequence of this paper
Chat Paper
Summary is being generated by the instructions you defined