Home | About Journal  | Editorial Board  | Instruction | Subscription | Advertisement | Message Board  | Contact Us | 中文
MODERN TUNNELLING TECHNOLOGY 2016, Vol. 53 Issue (5) :123-130    DOI:
Article Current Issue | Next Issue | Archive | Adv Search << [an error occurred while processing this directive] | [an error occurred while processing this directive] >>
Study on Burning Failure Mechanism of Friction Couples of the InfinitiveStage-Clutch in a Shield Machine′s Cutterhead
(1 Provincial Key Laboratory of Food Logistics Equipment & Technology, Zhejiang University of Science and Technology, Hangzhou 310023; 2 College of Engineering, University of Florida, Gainesville 32611, U.S.A.; 3 State Key Lab of Fluid Power Transmission and Control, Zhejiang University, Hangzhou 310027)
Download: PDF (2118KB)   HTML (1KB)   Export: BibTeX or EndNote (RIS)      Supporting Info
Abstract The thermal load field between the friction couples of the 300 kW infinitive-stage-clutch used in a shield machine′s cutterhead, which is composed of copper-based powder metallurgy friction plates and 22MnB5 steel dual-discs, were calculated according to the heat conduction theory combined with the engineering thermodynamics method. The temperature field distribution T(r) along the friction couple′s surfaces was obtained, as well as the week thermal stress σ θ distribution and the radial thermal stress σr distribution along the radial direction of the dual-steel-disc′s surface. Two conclusions were drawn from those distribution curves: that T(r) , σθ and σr are clearly heterogeneous in the radial direction, and that σθ , being larger than σr in an order of magnitude, should be contributed to the deformation of the dual-steel-disc. It can theoretically be concluded from further analyses that the friction couple would be under the critical sliding friction condition if the speed difference Δω falls to 1.37 π rad /s; the material layer of the powder metallurgy friction plate might be burned or damaged because of T(r) when the friction couple repeatedly runs or works for a long time under the critical sliding friction condition, and the dual-steel-disc might be converted from a plane into a shallow dish in the axial direction as a result of σθ . By the experiments, the failure mechanisms and modes of the powder metallurgy friction plate and it′s dual-steel-disc are proved and the recommended values, complying with the quantitative definition indicators under the actual critical sliding friction condition during design and operation of the infinitive-stage-clutch in the shield machine′s cutterhead, are proposed.
Service
Email this article
Add to my bookshelf
Add to citation manager
Email Alert
RSS
Articles by authors
CHEN Ning- 1 Derek Chen 2 Qiu-Min-Xiu- 3 Weng-Wei-Bing- 1 Xu- Xing
KeywordsShield machine   Infinitive-stage-clutch   Critical sliding friction   Thermal load field   Burning failure   Powder metallurgy friction plate   Dual-steel-disc     
Abstract: The thermal load field between the friction couples of the 300 kW infinitive-stage-clutch used in a shield machine′s cutterhead, which is composed of copper-based powder metallurgy friction plates and 22MnB5 steel dual-discs, were calculated according to the heat conduction theory combined with the engineering thermodynamics method. The temperature field distribution T(r) along the friction couple′s surfaces was obtained, as well as the week thermal stress σ θ distribution and the radial thermal stress σr distribution along the radial direction of the dual-steel-disc′s surface. Two conclusions were drawn from those distribution curves: that T(r) , σθ and σr are clearly heterogeneous in the radial direction, and that σθ , being larger than σr in an order of magnitude, should be contributed to the deformation of the dual-steel-disc. It can theoretically be concluded from further analyses that the friction couple would be under the critical sliding friction condition if the speed difference Δω falls to 1.37 π rad /s; the material layer of the powder metallurgy friction plate might be burned or damaged because of T(r) when the friction couple repeatedly runs or works for a long time under the critical sliding friction condition, and the dual-steel-disc might be converted from a plane into a shallow dish in the axial direction as a result of σθ . By the experiments, the failure mechanisms and modes of the powder metallurgy friction plate and it′s dual-steel-disc are proved and the recommended values, complying with the quantitative definition indicators under the actual critical sliding friction condition during design and operation of the infinitive-stage-clutch in the shield machine′s cutterhead, are proposed.
KeywordsShield machine,   Infinitive-stage-clutch,   Critical sliding friction,   Thermal load field,   Burning failure,   Powder metallurgy friction plate,   Dual-steel-disc     
Cite this article:   
CHEN Ning- 1 Derek Chen 2 Qiu-Min-Xiu- 3 Weng-Wei-Bing- 1 Xu- Xing .Study on Burning Failure Mechanism of Friction Couples of the InfinitiveStage-Clutch in a Shield Machine′s Cutterhead[J]  MODERN TUNNELLING TECHNOLOGY, 2016,V53(5): 123-130
URL:  
http://www.xdsdjs.com/EN/      或     http://www.xdsdjs.com/EN/Y2016/V53/I5/123
 
No references of article
[1] LI Ruijun1 SONG Zongying2 LI Chen1 WANG Wenbin2 REN Yuzhen3,4 CAI Jianhua3,4 ZHANG Jiaxu3,4.Multi-source Data Fusion-based Diagnosis and Treatment Strategies for Tructural Defects in Liangjiashan Tunnel on Heavy-haul Railway[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 301-308
[2] ZHANG Xiaolong.Mechanical Response Analysis of Subway Shield Tunnel Structure under Pile Foundation Load[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 82-89
[3] YANG Shaoyu1 WANG Xiaotian2 ZHANG Peiyuan1 LIU Shengchen1 LI Shuchen2 LI Luoning2.A Review of Spray-applied Waterproofing Membrane Technology for Drill-and-Blast Tunnels [J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 1-14
[4] LI Kexi1,2 DANG Jiandong3 ZHANG Jian3 YE Guangxiang4 WANG Xiaojun1,2 CHEN Qinglin1,2.Study on Fracture Characteristics of Different Types of Sandstone Based on Acoustic Emission Characteristic Parameters[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 26-36
[5] ZHOU Cairong1 YI Liming1 MA Shanqing2 ZHOU Li3 YU Jinhong4, 5.Load-bearing Behavior and Reinforcement Schemes of High-performance Fiber-reinforced Concrete Jacking Pipes under Three-point Loading[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 50-60
[6] GUO Yongjun1 LI Chao2 ZHENG Jianguo3 YU Yongtang4 ZHU Caihui5.Influence of Ground Surcharge on Existing Shield Tunnel Segments in Xi′an Loess Strata[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 61-72
[7] WANG Yonggang1 CUI Yikun1 WU Jiuqi2, 3 HUANG Jun4 SHEN Xiang2, 3 YANG Kui4 SU Dong2, 3.Comparative Analysis of Disc Cutter Forces and Wear under Different Wear Modes[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 73-81
[8] FENG Jimeng1,2 SONG Jiadai1,2 WANG Shengtao3 LI Yifei1,2 ZHANG Junru1,2 WANG Haoming4 WANG Bo1,2.Study on the Deformation Control Effectiveness of Extra-long Pipe Roofs in Large-section Tunnels in Reclamation Strata[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 155-162
[9] XU Caijian1 CHEN Xingyu1 LEI Minglin1 ZHANG Xinglong2 SUN Huaiyuan2 LI Xiaojun2.Digital Twin and Risk Decision-making for Water-richess of Surrounding Rock Ahead of Tunnel Face[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 90-99
[10] YANG Ying1 NI Kai1 GE Lin2 ZHANG Mingfei3 WANG Xiaorui4.Improved UNet Model-based Image Segmentation for Tunnel Seepage Defects under Low-light Conditions[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 100-110
[11] SU Kaichun1 FU Rui2,3 ZENG Hongrui2,3 LENG Xiqiao4 GUO Chun2,3.Short-term Multi-step Traffic Volume Prediction for Highway Tunnels Based on DBO-A-LSTM[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 111-121
[12] XIONG Ying1,2 ZHANG Junru1,2 FAN Ziyan1,2 CHEN Jiahao1,2 MA Jianchi1,2 CHEN Pengtao1,2.Propagation and Attenuation Characteristics of Blast-induced Stress Waves in Layered Soft Rock[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 122-131
[13] LIU Yang1 SHAO Zekai2 TIAN Haofan2 ZHANG Ruxi1 ZHENG Bo3 WANG Zhengzheng2.Damage Mechanisms of Coal Pillars Induced by Blasting Construction in Highway Tunnels Underlying Room-and-Pillar Mine Goafs[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 132-144
[14] LUO Zhiyang1 ZHANG Chunyu2,3 WANG Lichuan1,2,4,5 XU Shuo1 LI Liping4 WANG Qianqian5 LIU Zhiqiang6.Research on Water Inrush Mechanisms and Grouting Sealing Techniques for TBM Tunnels in Fractured Rock Masses[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 145-154
[15] ZHOU Yili1 FENG Kun1 GUO Wenqi1 ZHANG Liangliang2 LI Chunlin3.Study on the Bending Behavior and Damage Characteristics of Longitudinal Segment Joints in Super-large Diameter Shield Tunnels[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 163-173
Copyright 2010 by MODERN TUNNELLING TECHNOLOGY