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Finite Element Analysis of Thin Rectangular Plate Subjected to Uniformly Distributed Transverse Load: a Java Application

机译:矩形薄板承受均布横向载荷的有限元分析:Java应用

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摘要

The present work developed a computer application for the finite element analysis of thin rectangular plates under uniformly distributed transverse load. The software, which was developed using Java programming language, is very user-friendly and flexible in the choice of the boundary conditions and mesh size. The choice of Java programming language was guided by its high memory management, which, in turn had a positive effect on the software runtime. The finite element analysis of a Kirchhoff isotropic plate under a uniformly distributed transverse load was carried out using the software. The results obtained agreed accurately with solutions available in literature. Error analysis conducted on the results confirmed that accuracy generally increases with an increase in the number of elements used in the discretization process. Specifically, for a 16 x 16 discretization, an accuracy ranging from 98.41 to 100 percent, and 95.83 to 100 percent was achieved for the five sets of boundary conditions handled, for deflections at the plate's center and bending moments respectively.
机译:本工作开发了一种计算机应用程序,用于在均匀分布的横向载荷下对矩形薄板进行有限元分析。该软件是使用Java编程语言开发的,在选择边界条件和网格尺寸时非常人性化且灵活。 Java编程语言的选择受到其高内存管理的指导,这反过来又对软件运行时间产生了积极影响。使用该软件对均匀分布的横向载荷下的基尔霍夫各向同性板进行了有限元分析。获得的结果与文献中提供的解决方案完全一致。根据结果​​进行的误差分析证实,准确性通常会随着离散化过程中使用的元素数量的增加而增加。具体来说,对于16 x 16离散化,处理的五组边界条件分别在板的中心和弯矩处产生挠度,精度在98.41%至100%和95.83%至100%之间。

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