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压力辅助铣削过程中带材屈曲的简化分析模型

A Simplified Analytical Model for Strip Buckling in the Pressure-Assisted Milling Process.

作者信息

Wang Xuezhi, Chen Kelin, Lin Yanli, He Zhubin

机构信息

State Key Laboratory of High-Performance Precision Manufacturing, School of Mechanical Engineering, Dalian University of Technology, Dalian 116024, China.

出版信息

Materials (Basel). 2024 Jul 28;17(15):3739. doi: 10.3390/ma17153739.

Abstract

A simplified column-buckling model is developed to understand the buckling mechanism of thin-walled strips restrained by uniform lateral pressure in the milling process. The strip is simplified as two rigid columns connected by a rotation spring, resting on a smooth surface, restrained by a uniform pressure and loaded by an axial force. Two loading cases are considered, i.e., the dead load and the follower load. Analytical solutions for the post-buckling responses of the two cases are derived based on the energy method. The minimum buckling force, Maxwell force and stability conditions for the two cases are established. It is demonstrated that the application of higher uniform pressure increases the minimum buckling force for the column and thus makes the column less likely to buckle. For the same pressure level, the dead load is found to be more effective than the follower load in suppressing the buckling of the system. The effect of initial geometric imperfection is also investigated, and the imperfection amplitude and critical restraining pressure that prevent buckling are found to be linearly related. The analytical results are validated by finite element simulations. This analytical model reveals the buckling mechanism of strips under lateral pressure restraint, which cannot be explained by the conventional bifurcation buckling theory, and provides a theoretical foundation for buckling-prevention strategies during the milling process of thin-walled strips, plates and shells commonly encountered in aerospace or automotive industries.

摘要

为了解铣削过程中受均匀侧向压力约束的薄壁条带的屈曲机制,建立了一个简化的柱屈曲模型。该条带被简化为通过旋转弹簧连接的两根刚性柱,放置在光滑表面上,受到均匀压力约束并承受轴向力。考虑了两种加载情况,即恒载和随动荷载。基于能量法推导了两种情况下屈曲后响应的解析解。建立了两种情况下的最小屈曲力、麦克斯韦力和稳定性条件。结果表明,施加更高的均匀压力会增加柱的最小屈曲力,从而使柱更不容易屈曲。对于相同的压力水平,发现恒载在抑制系统屈曲方面比随动荷载更有效。还研究了初始几何缺陷的影响,发现防止屈曲的缺陷幅度和临界约束压力呈线性关系。通过有限元模拟验证了分析结果。该分析模型揭示了侧向压力约束下条带的屈曲机制,这是传统分叉屈曲理论无法解释的,并为航空航天或汽车工业中常见的薄壁条带、板和壳的铣削过程中的防屈曲策略提供了理论基础。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/40df/11313668/966e4029747f/materials-17-03739-g001.jpg

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