期刊文献+

泥饼工况下盾构刀盘热-力耦合分析 被引量:14

Thermo-mechanical coupling analysis of shield cutter head under mud cake condition
下载PDF
导出
摘要 由于在渣粘土质中盾构刀盘中心泥饼的形成造成刀盘出现热损伤等失效,研究了在泥饼作用下刀盘在盾构掘进过程中的热-应力耦合问题,得出刀盘在泥饼作用下的温度场和热-应力耦合场分布规律。利用Solidworks和ANSYS软件建立了盾构刀盘三维有限元模型,结果表明:泥饼形成时,温度在短时间内急剧升高,导致热应力在同一时间内急剧增大到168.2MPa,最大热变形达到3.1mm,并且刀盘中心出现了翘曲现象。 Aiming at the cutter head thermal damage and other failure problems caused by shield cutter head mud formation in residue and clay soil, the problem of thermal-stress coupling of shield cutter head under the effect of mud in the tunnelling process is studied, and the cutter head temperature and thermal-stress distribution of coupling fields under mud effect are acquired. A shield cutter head three-dimensional finite element model is built by using software ANSYS and Solidworks. The results shows that when the mud is formed,the temperature rises sharply in a short time,which leads to a rapid increase of thermal stress to 168.2 MPa,at the same time,the maximum thermal deformation reaches 3.1 mm,then the center of cutter head is wrapped.
出处 《重庆大学学报(自然科学版)》 EI CAS CSCD 北大核心 2013年第10期61-66,共6页 Journal of Chongqing University
基金 国家重点基础研究发展计划973计划(2013CB035401) 国家自然科学基金(51274252 51074180) 中国博士后科学基金特别资助项目(201003519) 湖南省科技重大专项(2010FJ1002) 湖南省科技支撑计划(2010GK3073)
关键词 盾构 刀盘 泥饼 温度场 热-力耦合 shield ~ cutter head mud cake ~ temperature field ~ thermo-mechanical coupling
  • 相关文献

参考文献16

  • 1刘殿勇,张宁川.盾构机掘进热平衡问题的分析与计算[J].隧道建设,2006,26(2):82-86. 被引量:17
  • 2VINAI R,OQQERI C,PEILA D. Soil conditioning ofsand for EPB applications: A laboratory research [J].Tunnelling and Underground Space Technology* 2008,23(3):308-317.
  • 3QIAO G G,YUAN D J, LIU B. Experimental researchon the engineering properties of foam-improved red claysoil[J], Advanced Materials Research, 2007, 261-263 :1831-1835.
  • 4竺维彬,鞠世健.盾构施工泥饼(次生岩块)的成因及对策[J].地下工程与隧道,2003(2):25-29. 被引量:55
  • 5HOULSBY G, MARRIT R. Easing the way-soilconditioning[J]. Tunnels Tunneling International,2003,35(6) ;48-50.
  • 6JIANG H,JIANG Y S’ HUANG M L, et al. Study onsoil conditioning and key construction parameters ofEPB TBM advancing in sand-pebble layer of Beijingmetro [J], Applied Mechanics and Materials,2011,90-93:2138-2142.
  • 7BALL RORY P A, TOUNG DAVID J,ISAACSONJON? ET AL. Research in soil conditioning for EPBtunneling through difficult soils[C/OL] // Proceedingsof 2009 Rapid Excavation and Tunneling Conference,June 14-17,2009,Alaska USA. [2011-09-11]. http: //www. langmaacks. eu/assets/retc-2009. pdf.
  • 8JUNG H S,CHOI J M,CHUN B K,et al. Causes ofreduction in shield TBM performance -A case study inSeoul [ J ]. Tunnelling and Underground SpaceTechnology,2011,26 (3):453-461.
  • 9谢方伟,侯友夫.液体黏性传动装置摩擦副瞬态热应力耦合[J].中南大学学报(自然科学版),2010,41(6):2201-2206. 被引量:8
  • 10ZHANG Z X,KOUS Q, LINDQVIST P A. Insitumeasurements of TBM cutter temperature in AspoHard Rock Laboratory, Sweden [J]. InternationalJournal of Rock Mechanics and Mining Sciences,2001,38(4):585-590.

二级参考文献66

共引文献151

同被引文献133

引证文献14

二级引证文献86

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部