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为对电动助力转向器轴结构进行优化设计,针对其工作特性,提出三种轴结构,分别对其进行三维建模,将模型导入ANSYS Workbench软件中进行有限元分析,分析结果显示,扁方四面轴结构的强度最高,即为最优结构。 相似文献
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本文针对含有分段线性刚度部件的柴油机轴系,首次提出线性缝接法以计算其扭转振动响应。本方法算法简单,耗用机时少,文中推导了含一个分段线性部分轴系的计算公式,并以二进制码的形式解决了含多个分段线性部件时轴系固有特性计算结果的存取问题,文末给出了算例验证了方法的可靠性。 相似文献
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从运动学观点分析铰接式车辆传动轴的正确安装条件;并分析倾斜布置的传动轴在转向行驶时的运动的不均匀性。 相似文献
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船舶大尺度效应造成船体变形大,使船舶轴系和船体之间相互耦合、相互影响问题十分突出。为此,建立了具有非线性油膜力作用的尾轴-油膜-艉部结构耦合系统动力学模型,推导了系统的动力学微分方程并对方程进行求解,分析了不同转速下尾轴的非线性动力学特征,总结了艉部结构系统的固有频率,参振质量,支承刚度,连接刚度对尾轴振动特性的影响。结果表明:考虑艉部结构的影响之后,尾轴-艉部结构耦合系统的振动特性发生了较大的改变,耦合程度受艉部结构固有频率影响较大,尾轴最大振幅随艉部结构参振质量,支承刚度的变化而发生改变。 相似文献
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With a total length of about 22 km, Tianshan Shengli Tunnel on Urumqi-Yuli Expressway is currently the longest expressway tunnel under construction in the world. It adopts the construction scheme of "3 tunnels (2 D& B main tunnels and 1 TBM-driven middle pilot tunnel) + 4 shafts", which is characterized by great construction difficulty and high technical standard requirements. The tunnel construction is faced with technical challenges such as TBM passing through large fault fracture zones, long-distance construction ventilation in three tunnels, deep and large shaft construction and logistics organization in two-main tunnel construction assisted by middle pilot tunnel. In the parallel three-tunnel method design of Tianshan Shengli Tunnel, the TBM-driven middle pilot tunnel can not only play the role of advanced pilot tunnel, but also assist the construction of the two main tunnels and speed up the construction progress. For the middle pilot tunnel, the TBM excavation diameter is 8.4 m, and the initial support is designed as 100% force-bearing capacity in construction period, which can meet the requirements for two-way material transportation, ventilation and belt mucking in the pilot tunnel. Vault suspension scheme is adopted for the continuous belt conveyor, which can reduce the impact on the material flow organization in the cross passages. Multifunctional service vehicles (MSVs) independently developed by CCCC Group are used for the transportation of TBM materials and prefabricated inverted arch blocks, which can realize double-headed driving. TBM will pass through two large fault fracture zones F6 and F7. According to the stability of the surrounding rock at the tunnel face, the targeted treatment measures would be adopted. If necessary, the scheme of "steel segment + extruded concrete" shall be used for the initial support. In case of serious machine jamming or rock collapse, the heading expansion excavation method or bypass heading method shall be used. Tianshan Shengli Tunnel adopts phased forced ventilation option, and the ventilation mode is designed in stages with the change of tunnel construction stage. The fans and air pipes used are imported ones, and a ventilation management team is set up to strengthen ventilation management and ensure ventilation quality. Highly mechanized construction is used for the two D& B main tunnels, the application of equipment such as three-arm rock drilling jumbo and wet shotcrete machine is promoted, so as to reduce the number of workers and labor intensity, and improve work efficiency. The deep shafts of Tianshan Shengli Tunnel are constructed by short-section excavation and lining mixed operation method, and the initial support is lined by formwork pouring concrete, so as to realize safe and rapid excavation. According to the research results, the construction technology scheme for Tianshan Shengli Tunnel can meet the needs of tunnel construction. The research results can be directly used to guide the construction of Tianshan Shengli Tunnel, and provide reference for the construction of extra long highway tunnels in high-altitude areas. © 2022, Editorial Office of "Modern Tunnelling Technology". All right reserved. 相似文献