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不同结构参数下盾构切刀切削土体数值模拟研究
收稿日期: 2015-11-05
修回日期: 2016-01-26
网络出版日期: 2016-07-27
Numerical Study of Soil Cutting by Shield Cutter under Different Structural Parameters
Received date: 2015-11-05
Revised date: 2016-01-26
Online published: 2016-07-27
申会宇 , 张威威 , 张家年 . 不同结构参数下盾构切刀切削土体数值模拟研究[J]. 隧道建设, 2016 , 36(7) : 881 -886 . DOI: 10.3973/j.issn.1672-741X.2016.07.019
A threedimensional simulation model of soil cutting by shield cutter is established by means of ALE algorithm, linear DruckerPrager constitutive model and shear failure criterion with mesh deletion function based on ABAQUS software. The soil flow state and cutting force under different cutting parameters are studied. The study results show that: 1) The cutting force varies a little with the cutting depth varies; and the soil separating rate decreases with the cutting depth increases. 2) The cutting force increases and the soil flowability decreases with the cutter width increases. 3) The soil flowability decreases with the front angle increases.
Key words: shield cutter; simulation; soil scrap; cutting force; cutting depth; cutter width; front angle
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