
Zhe ZHENG, Kaihao ZHU, Jiaqi HOU, Haibo XIE, Lijie JIANG, Fulong LIN, Lianhui JIA, Laikuang LIN, Huayong YANG, Dong HAN. Two-stage two-dimensional force allocation strategy for tunnel boring machines based on a region-reconfigurable thrust system[J]. Journal of Zhejiang University Science A,in press.Frontiers of Information Technology & Electronic Engineering,in press.https://doi.org/10.1631/jzus.A2500404 @article{title="Two-stage two-dimensional force allocation strategy for tunnel boring machines based on a region-reconfigurable thrust system", %0 Journal Article TY - JOUR
基于可动态分区推进系统的多缸推力解算技术机构:1浙江大学,机械工程学院,流体动力基础件与机电系统全国重点实验室,中国杭州,310058;2中铁工程装备集团有限公司,中国郑州,450047;3中南大学,机电工程学院,中国长沙,410083 目的:推力解算是盾构轨迹纠偏控制的关键环节,其解算结果直接关系到管片受力偏载、液压冲击等工程风险。本文旨在探讨推力解算优化方法,以获得综合性能最优的分区推力,实现多缸推力的实时最优解算,为盾构安全、高效掘进提供支撑。 创新点:1.提出一种可动态分区的推进液压系统,实现分区配置与管片点位的实时匹配;2.考虑盾构准静态特性,构建以受力偏载与液压冲击为性能指标的推力解算多目标优化框架。 方法:1.通过理论分析,推导多缸推力解算方程(公式(1)~(6))。2.在上升掘进段约束受力偏载,采用二次规划求解最优分区推力(公式(7)~(12));在稳定掘进段同时考虑受力偏载和液压冲击,采用非支配排序遗传算法-II(NSGA-II)求解最优分区推力(公式(S1))。3.与现场施工数据进行比较,验证所提方法的可行性与有效性(图3~9)。 结论:1.在上升掘进段,基于可动态分区推进系统的推力解算方法可使管片受力偏载降低32.89%;2.在稳定掘进段,NSGA-II相较于加权二次规划算法,使管片受力偏载与液压冲击得到显著改善。 关键词组: Darkslateblue:Affiliate; Royal Blue:Author; Turquoise:Article
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