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A Simplified Analytical Model for Strip Buckling in the Pressure-Assisted Milling Process
Xuezhi Wang1, Kelin Chen1, Yanli Lin1
1State Key Laboratory of High-Performance Precision Manufacturing, School of Mechanical Engineering, Dalian University of Technology, Dalian 116024, China.
This study presents a simplified column-buckling model for thin-walled strips under lateral pressure during milling. Higher pressure and dead loads effectively prevent buckling, offering insights for industrial applications.
Area of Science:
- Mechanical Engineering
- Solid Mechanics
- Materials Science
Background:
- Thin-walled structures are susceptible to buckling under axial loading, a critical failure mode in manufacturing processes like milling.
- Conventional bifurcation buckling theory often fails to explain buckling phenomena in complex scenarios, such as those involving lateral pressure restraint.
- Understanding and preventing buckling is crucial for ensuring structural integrity and process efficiency in industries like aerospace and automotive.
Purpose of the Study:
- To develop a simplified analytical model for thin-walled strips subjected to axial force and uniform lateral pressure.
- To investigate the buckling mechanisms and post-buckling responses under dead load and follower load conditions.
- To establish theoretical foundations for buckling prevention strategies in thin-walled components during milling.
Main Methods:
- A simplified model representing the strip as two rigid columns connected by a rotation spring was employed.
- The energy method was utilized to derive analytical solutions for post-buckling responses.
- Two loading cases (dead load and follower load) and the effect of initial geometric imperfections were analyzed.
- Finite element simulations were used to validate the analytical results.
Main Results:
- The model established minimum buckling force, Maxwell force, and stability conditions for both loading cases.
- Increased uniform lateral pressure was found to enhance the minimum buckling force, reducing the likelihood of buckling.
- Dead loads were more effective than follower loads in suppressing buckling for equivalent pressure levels.
- A linear relationship was identified between initial geometric imperfection amplitude and the critical restraining pressure required to prevent buckling.
Conclusions:
- The developed analytical model successfully elucidates the buckling mechanism of thin-walled strips under lateral pressure restraint, extending beyond conventional theories.
- The findings provide a theoretical basis for designing effective buckling prevention strategies in the milling of thin-walled structures.
- The research offers valuable insights for optimizing manufacturing processes in the aerospace and automotive industries.
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