Mechanical characteristics of a tunnel boring machine cutterhead during rock breaking: Physical model tests and transient dynamic analysis

During tunnel excavation using a tunnel boring machine (TBM), the interaction between the cutter and the rock causes the cutterhead to generate abrupt vibrations, which could lead to engineering problems, such as bearing seal failure and even cutterhead cracking. In this study, large-scale physical...

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Main Authors: Zhenxing Yang, Luqi Wang, Jianjun Zhou, Dongdong Li, Kai Zhang, Xinqiang Guo
Format: Article
Language:English
Published: SAGE Publishing 2023-03-01
Series:Advances in Mechanical Engineering
Online Access:https://doi.org/10.1177/16878132231159971
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author Zhenxing Yang
Luqi Wang
Jianjun Zhou
Dongdong Li
Kai Zhang
Xinqiang Guo
author_facet Zhenxing Yang
Luqi Wang
Jianjun Zhou
Dongdong Li
Kai Zhang
Xinqiang Guo
author_sort Zhenxing Yang
collection DOAJ
description During tunnel excavation using a tunnel boring machine (TBM), the interaction between the cutter and the rock causes the cutterhead to generate abrupt vibrations, which could lead to engineering problems, such as bearing seal failure and even cutterhead cracking. In this study, large-scale physical model tests with various cutter spacings were performed to study the vibration and load characteristics of the cutterhead during the rock-breaking process. Through a TBM modal comprehensive test bench, the real-time acceleration of the cutterhead was obtained using a monitoring system. The test results showed that the complete time-domain curves were stepped and periodic. When the cutterhead was stuck or rock peeled off during the excavation, the monitoring curves showed abrupt vibrations, which were mainly concentrated at 0–3 Hz and were typical low-frequency vibrations. Taking measured data as the driving parameter, the real-time mechanical characteristics of the cutterhead were determined through transient dynamic analysis. Numerical simulation results showed that the vibration trend during excavation was the superposition of random vibrations generated by rock breaking and tunneling without rock cutting. During the tunneling process, the wear of the edge cutters should be highlighted in actual construction. The related methods and results can provide an essential reference for the selection of cutterheads.
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spelling doaj.art-e9fa2fd0edad4d6b9d83a78756b0b30d2023-03-15T17:33:30ZengSAGE PublishingAdvances in Mechanical Engineering1687-81402023-03-011510.1177/16878132231159971Mechanical characteristics of a tunnel boring machine cutterhead during rock breaking: Physical model tests and transient dynamic analysisZhenxing Yang0Luqi Wang1Jianjun Zhou2Dongdong Li3Kai Zhang4Xinqiang Guo5State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining & Technology, Xuzhou, ChinaSchool of Civil Engineering, Chongqing University, Chongqing, ChinaState Key Laboratory of Shield Machine and Boring Technology, Zhengzhou, ChinaCollege of Geoscience and Engineering, North China University of Water Resources and Electric Power, Zhengzhou, ChinaState Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining & Technology, Xuzhou, ChinaXinjiang Erqisi River Investment and development (Group) Co., Ltd., Wulumuqi, ChinaDuring tunnel excavation using a tunnel boring machine (TBM), the interaction between the cutter and the rock causes the cutterhead to generate abrupt vibrations, which could lead to engineering problems, such as bearing seal failure and even cutterhead cracking. In this study, large-scale physical model tests with various cutter spacings were performed to study the vibration and load characteristics of the cutterhead during the rock-breaking process. Through a TBM modal comprehensive test bench, the real-time acceleration of the cutterhead was obtained using a monitoring system. The test results showed that the complete time-domain curves were stepped and periodic. When the cutterhead was stuck or rock peeled off during the excavation, the monitoring curves showed abrupt vibrations, which were mainly concentrated at 0–3 Hz and were typical low-frequency vibrations. Taking measured data as the driving parameter, the real-time mechanical characteristics of the cutterhead were determined through transient dynamic analysis. Numerical simulation results showed that the vibration trend during excavation was the superposition of random vibrations generated by rock breaking and tunneling without rock cutting. During the tunneling process, the wear of the edge cutters should be highlighted in actual construction. The related methods and results can provide an essential reference for the selection of cutterheads.https://doi.org/10.1177/16878132231159971
spellingShingle Zhenxing Yang
Luqi Wang
Jianjun Zhou
Dongdong Li
Kai Zhang
Xinqiang Guo
Mechanical characteristics of a tunnel boring machine cutterhead during rock breaking: Physical model tests and transient dynamic analysis
Advances in Mechanical Engineering
title Mechanical characteristics of a tunnel boring machine cutterhead during rock breaking: Physical model tests and transient dynamic analysis
title_full Mechanical characteristics of a tunnel boring machine cutterhead during rock breaking: Physical model tests and transient dynamic analysis
title_fullStr Mechanical characteristics of a tunnel boring machine cutterhead during rock breaking: Physical model tests and transient dynamic analysis
title_full_unstemmed Mechanical characteristics of a tunnel boring machine cutterhead during rock breaking: Physical model tests and transient dynamic analysis
title_short Mechanical characteristics of a tunnel boring machine cutterhead during rock breaking: Physical model tests and transient dynamic analysis
title_sort mechanical characteristics of a tunnel boring machine cutterhead during rock breaking physical model tests and transient dynamic analysis
url https://doi.org/10.1177/16878132231159971
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