On the Loads for Strength Design of Cutterhead of Full Face Rock Tunnel Boring Machine

Abstract Cutterhead loads are the key mechanical parameters for the strength design of the full face hard rock tunnel boring machine (TBM). Due to the brittle rock-breaking mechanism, the excavation loads acting on cutters fluctuate strongly and show some randomness. The conventional method that usi...

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Main Authors: Meidong Han, Zongxi Cai, Chuanyong Qu
Format: Article
Language:English
Published: SpringerOpen 2019-12-01
Series:Chinese Journal of Mechanical Engineering
Subjects:
Online Access:https://doi.org/10.1186/s10033-019-0411-1
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spelling doaj-7765daf376664adfa89d86690d4c5ee62020-12-06T12:17:33ZengSpringerOpenChinese Journal of Mechanical Engineering1000-93452192-82582019-12-0132111210.1186/s10033-019-0411-1On the Loads for Strength Design of Cutterhead of Full Face Rock Tunnel Boring MachineMeidong Han0Zongxi Cai1Chuanyong Qu2School of Aircraft Engineering, Nanchang Hangkong UniversitySchool of Mechanical Engineering, Tianjin UniversitySchool of Mechanical Engineering, Tianjin UniversityAbstract Cutterhead loads are the key mechanical parameters for the strength design of the full face hard rock tunnel boring machine (TBM). Due to the brittle rock-breaking mechanism, the excavation loads acting on cutters fluctuate strongly and show some randomness. The conventional method that using combinations of some special static loads to perform the strength design of TBM cutterhead may lead to strength failure during working practice. In this paper, a three-dimensional finite element model for coupled Cutterhead–Rock is developed to determine the cutterhead loads. Then the distribution characteristics and the influence factors of cutterhead loads are analyzed based on the numerical results. It is found that, as time changes, the normal and tangential forces acting on cutters and the total torque acting on the cutterhead approximately distribute log normally, while the total thrusts acting on the cutterhead approximately show a normal distribution. Furthermore, the statistical average values of cutterhead loads are proportional to the uniaxial compressive strength (UCS) of cutting rocks. The values also change with the penetration and the diameter of cutterhead following a power function. Based on these findings, we propose a three-parameter model for the mean of cutterhead loads and a method of generating the random cutter forces. Then the strength properties of a typical cutterhead are analyzed in detail using loads generated by the new method. The optimized cutterhead has been successfully applied in engineering. The method in this paper may provide a useful reference for the strength design of TBM cutterhead.https://doi.org/10.1186/s10033-019-0411-1TBM cutterheadStrength designNumerical simulationThree-parameter modelRandom cutter forces
collection DOAJ
language English
format Article
sources DOAJ
author Meidong Han
Zongxi Cai
Chuanyong Qu
spellingShingle Meidong Han
Zongxi Cai
Chuanyong Qu
On the Loads for Strength Design of Cutterhead of Full Face Rock Tunnel Boring Machine
Chinese Journal of Mechanical Engineering
TBM cutterhead
Strength design
Numerical simulation
Three-parameter model
Random cutter forces
author_facet Meidong Han
Zongxi Cai
Chuanyong Qu
author_sort Meidong Han
title On the Loads for Strength Design of Cutterhead of Full Face Rock Tunnel Boring Machine
title_short On the Loads for Strength Design of Cutterhead of Full Face Rock Tunnel Boring Machine
title_full On the Loads for Strength Design of Cutterhead of Full Face Rock Tunnel Boring Machine
title_fullStr On the Loads for Strength Design of Cutterhead of Full Face Rock Tunnel Boring Machine
title_full_unstemmed On the Loads for Strength Design of Cutterhead of Full Face Rock Tunnel Boring Machine
title_sort on the loads for strength design of cutterhead of full face rock tunnel boring machine
publisher SpringerOpen
series Chinese Journal of Mechanical Engineering
issn 1000-9345
2192-8258
publishDate 2019-12-01
description Abstract Cutterhead loads are the key mechanical parameters for the strength design of the full face hard rock tunnel boring machine (TBM). Due to the brittle rock-breaking mechanism, the excavation loads acting on cutters fluctuate strongly and show some randomness. The conventional method that using combinations of some special static loads to perform the strength design of TBM cutterhead may lead to strength failure during working practice. In this paper, a three-dimensional finite element model for coupled Cutterhead–Rock is developed to determine the cutterhead loads. Then the distribution characteristics and the influence factors of cutterhead loads are analyzed based on the numerical results. It is found that, as time changes, the normal and tangential forces acting on cutters and the total torque acting on the cutterhead approximately distribute log normally, while the total thrusts acting on the cutterhead approximately show a normal distribution. Furthermore, the statistical average values of cutterhead loads are proportional to the uniaxial compressive strength (UCS) of cutting rocks. The values also change with the penetration and the diameter of cutterhead following a power function. Based on these findings, we propose a three-parameter model for the mean of cutterhead loads and a method of generating the random cutter forces. Then the strength properties of a typical cutterhead are analyzed in detail using loads generated by the new method. The optimized cutterhead has been successfully applied in engineering. The method in this paper may provide a useful reference for the strength design of TBM cutterhead.
topic TBM cutterhead
Strength design
Numerical simulation
Three-parameter model
Random cutter forces
url https://doi.org/10.1186/s10033-019-0411-1
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