Effect of Surface Stress on Post-buckling of Cantilever Nanorods under Self-weight

Authors

  • นริศร ประกายประเสริฐ ภาควิชาวิศวกรรมโยธา คณะวิศวกรรมศาสตร์ มหาวิทยาลัยเทคโนโลยีพระจอมเกล้าธนบุรี
  • ศ.ดร.สมชาย ชูชีพสกุล

Keywords:

Finite Element Method, Intrinsic Coordinates, Post-buckling Shape, Surface Stress

Abstract

This paper presents an investigation of effect of surface stress on post-buckling of nanorods under its own weight. The principle of virtual work-energy is used in the model formulation which includes virtual strain energy due to bending, virtual work of surface stress, and virtual work due to self-weight. The intrinsic coordinate, which is the rotation angle, is used to define the post-buckling configuration. The problem is nonlinear, an analytical exact solution is unavailable. Therefore, the finite element method and the Newton-Raphson are used to obtain the numerical solution. The effect of surface stress on the post-buckling shapes are studied, the results show that the effect of surface stress tends to decrease the post-buckling configuration.

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Published

2021-06-24

How to Cite

ประกายประเสริฐ น., & ชูชีพสกุล ศ. (2021). Effect of Surface Stress on Post-buckling of Cantilever Nanorods under Self-weight. The 26th National Convention on Civil Engineering, 26, STR-12. Retrieved from https://conference.thaince.org/index.php/ncce26/article/view/910