1. 西安交通大学机械工程学院,西安,710049
2. 西安交通大学现代设计及转子轴承系统教育部重点实验室,西安,710049
: 2023-01-30。作者简介: 刘宏磊(1990—),男,助理教授
李宝童(通信作者),男,教授,博士生导师。基金项目: 国家重点研发计划资助项目(2018YFB1700703)。
网络首发:2023-09-10,
纸质出版:2023
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LIU Honglei, SONG Chenxu, LU Rui, et al. Structural Variation and Reconstruction Design of Tunnel Boring Machine Cutterhead from the View of Energy[J]. 2023, 57(9): 109-122.
刘宏磊, 宋晨旭, 鲁睿, 等. 能量视角下的盾构机刀盘的结构变异重构设计[J]. 西安交通大学学报, 2023,57(9):109-122. DOI: 10.7652/xjtuxb202309012.
LIU Honglei, SONG Chenxu, LU Rui, et al. Structural Variation and Reconstruction Design of Tunnel Boring Machine Cutterhead from the View of Energy[J]. 2023, 57(9): 109-122. DOI: 10.7652/xjtuxb202309012.
为充分挖掘盾构机刀盘优化承载形态
在经典布局方案基础上进一步探索动力学承载结构变异重构机制
以显式拓扑优化方法为设计工具
驱动盾构机刀盘承载架构的变异与重构
结合能量有限元分析方法
通过引导并强化盾构机刀盘振动能量耗散
实现对结构动响应的抑制。针对某型土压平衡式盾构机刀盘结构进行了设计验证
结果表明:在相同开口率和载荷输入条件下
所设计的盾构机刀盘面板结构对比原始结构
平均变形量减小了24.49%
最大应力降低了41.34%
静力学性能得到提升; 优化结构相比于原始结构
其能量柔度改善超过22.0%
最大动响应降低7.8%
最小动响应降低27.7%
动力学性得到有效提升。能量视角下的结构变异重构设计方法具有良好的工程应用价值
可为以盾构机为代表的大尺寸结构动力学设计提供一种新思路。
In order to fully explore the optimized load-bearing structure of the tunnel boring machine cutterhead
the variation and reconstruction mechanism for the dynamic load-bearing structure based on the classical layout scheme was further researched. Specifically
the explicit topology optimization method was used as a design tool to drive the variation and reconstruction of the load-bearing structure of the tunnel boring machine cutterhead and the EFEM was also used to achieve the suppression of the structural dynamic response by guiding and enhancing the dissipation of the vibration energy of the tunnel boring machine cutterhead. In this paper
the cutterhead structure of a certain type of the EPB tunnel boring machine was verified. The verification results show that under the same opening rate and load input conditions
compared with the original cutterhead structure
the average deformation of the cutterhead structure designed in the paper is reduced by 24.49%
the maximum stress is reduced by 41.34%
and the statics performance is improved; compared with the original cutterhead structure
the energy flexibility of the optimized cutterhead structure is improved by more than 22.0%
the maximum dynamic response and the minimum dynamic response are reduced by 7.8% and 27.7% respectively
and the dynamic performance is effectively improved. Therefore
the structural variation and reconstruction design method from the view of energy proposed in this paper has great engineering application value and also provides a new idea for the dynamics design of large-size structures represented by tunnel boring machines.
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