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Vibrational and Finite Element Analyses of T-Section Cantilever Beam using ANSYS and MATLAB

机译:用ANSYS和MATLAB的T型悬臂梁振动和有限元分析

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A structural member which is acted upon by a system of forces of external loads in perpendicular to it is known as beam. The beam bends whenever a horizontal beam is loaded with vertical loads. The amount with which a beam depends upon the amount and type of the loads, length of the beam and type of the beam. There are several types such as T, HSS and L shaped beams available to meet industrial and domestic applications. The major problems and failures with beams are fatigue failures, vibrations and improper analyses of various properties. This work discusses the effects of vibrations on T-Section Cantilever beam and frequency modes. Hence, to get an in-detail knowledge about T-Section Cantilever beams, the mode shapes and natural frequencies obtained by carrying out vibrational analysis in ANSYS are validated with the results that are obtained by carrying out the finite element analysis using MATLAB. It is found that, the results obtained by MATLAB may be accurate.
机译:由垂直于其垂直于其垂直的外部载荷的力的结构构件被称为光束。 每当用垂直载荷加载水平梁时,光束弯曲。 光束取决于负载的量和类型的量,光束的长度和光束的类型。 有几种类型的类型,如T,HSS和L形梁可用于满足工业和家庭应用。 具有梁的主要问题和故障是疲劳故障,振动和各种性质的不当分析。 这项工作讨论了振动对T型悬臂梁和频率模式的影响。 因此,为了获得关于T型悬臂梁的详细知识,通过在通过使用MATLAB执行有限元分析来验证通过在ANSYS中进行振动分析而获得的模式形状和自然频率。 发现,Matlab获得的结果可能是准确的。

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