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Buckling of a cantilever plate uniformly loaded in its plane with applications to surface stress and thermal loads

机译:悬臂板的屈曲均匀地施加在其平面上,并施加于表面应力和热载荷

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摘要

Buckling of elastic structures can occur for loads well within the proportionality limit of their constituent materials. Given the ubiquity of beams and plates in engineering design and application, their buckling behavior has been widely studied. However, buckling of a cantilever plate is yet to be investigated, despite the widespread use of cantilevers in modern technological developments. Here, we address this issue and theoretically study the buckling behavior of a cantilever plate that is uniformly loaded in its plane. Applications of this fundamental problem include loading due to uniform temperature and surface stress changes. This is achieved using a scaling analysis and full three-dimensional numerical solution, leading to explicit formulas for the buckling loads. Unusually, we observe buckling for both tensile and compressive loads, the physical mechanisms for which are explored. We also examine the practical implications of these findings to modern developments in ultra sensitive micro- and nano-cantilever sensors, such as those composed of silicon nitride and graphene.
机译:弹性结构的屈曲可能发生在载荷恰好在其组成材料的比例极限之内。考虑到梁和板在工程设计和应用中的普遍性,对其屈曲行为进行了广泛的研究。然而,尽管悬臂板的屈曲在现代技术发展中得到了广泛的应用,但尚待研究。在这里,我们解决这个问题,并从理论上研究均匀加载在其平面中的悬臂板的屈曲行为。这个基本问题的应用包括由于均匀的温度和表面应力变化引起的负载。这可以使用缩放分析和完整的三维数值解决方案来实现,从而得出用于屈曲载荷的明确公式。通常,我们会观察到拉伸和压缩载荷的屈曲,并探讨了其物理机理。我们还研究了这些发现对超灵敏的微悬臂梁和纳米悬臂梁传感器(如由氮化硅和石墨烯组成的传感器)的现代发展的实际意义。

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