Applied Mathematics and Mechanics (English Edition) ›› 2022, Vol. 43 ›› Issue (5): 729-742.doi: https://doi.org/10.1007/s10483-022-2855-7

• 论文 • 上一篇    下一篇

Effects of local thickness defects on the buckling of micro-beam

Andi LAI, Bing ZHAO, Xulong PENG, Chengyun LONG   

  1. Department of Mechanics, School of Civil Engineering, Changsha University of Science and Technology, Changsha 410114, China
  • 收稿日期:2022-01-22 修回日期:2022-03-18 发布日期:2022-05-05
  • 通讯作者: Bing ZHAO, E-mail:zhaob m-y@163.com
  • 基金资助:
    the Young Core Instructor and Domestic Visitor Foundation from the Education Commission of Hunan Province (No.21B0315)

Effects of local thickness defects on the buckling of micro-beam

Andi LAI, Bing ZHAO, Xulong PENG, Chengyun LONG   

  1. Department of Mechanics, School of Civil Engineering, Changsha University of Science and Technology, Changsha 410114, China
  • Received:2022-01-22 Revised:2022-03-18 Published:2022-05-05
  • Contact: Bing ZHAO, E-mail:zhaob m-y@163.com
  • Supported by:
    the Young Core Instructor and Domestic Visitor Foundation from the Education Commission of Hunan Province (No.21B0315)

摘要: A buckling model of Timoshenko micro-beam with local thickness defects is established based on a modified gradient elasticity. By introducing the local thickness defects function of the micro-beam, the variable coe-cient differential equations of the buckling problem are obtained with the variational principle. Combining the eigensolution series of the complete micro-beam with the Galerkin method, we obtain the critical load and buckling modes of the micro-beam with defects. The results show that the depth and location of the defect are the main factors affecting the critical load, and the combined effect of boundary conditions and defects can significantly change the buckling mode of the micro-beam. The effect of defect location on buckling is related to the axial gradient of the rotation angle, and defects should be avoided at the maximum axial gradient of the rotation angle. The model and method are also applicable to the static deformation and vibration of the micro-beam.

关键词: Timoshenko micro-beam, local thickness defect, modified gradient elasticity, buckling

Abstract: A buckling model of Timoshenko micro-beam with local thickness defects is established based on a modified gradient elasticity. By introducing the local thickness defects function of the micro-beam, the variable coe-cient differential equations of the buckling problem are obtained with the variational principle. Combining the eigensolution series of the complete micro-beam with the Galerkin method, we obtain the critical load and buckling modes of the micro-beam with defects. The results show that the depth and location of the defect are the main factors affecting the critical load, and the combined effect of boundary conditions and defects can significantly change the buckling mode of the micro-beam. The effect of defect location on buckling is related to the axial gradient of the rotation angle, and defects should be avoided at the maximum axial gradient of the rotation angle. The model and method are also applicable to the static deformation and vibration of the micro-beam.

Key words: Timoshenko micro-beam, local thickness defect, modified gradient elasticity, buckling

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