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Finite Element Analysis of Double Cracked Beam and its Experimental Validation

机译:双裂梁的有限元分析及其实验验证

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The objective of this paper is to estimate the effects of crack depth on natural frequency and mode shape of beam; Cantilever and fixed-fixed beam are engaged for analysis. The presence of cracks a severe threat to the performance of structures and it affects the vibration signatures (Natural frequencies and mode shapes).Here two transverse cracks are deemed on the beam at 200 mm and 600mm from fixed end of the beam, the depth of cracks are varied from 0.5mm to 3mm at the interval of 0.5mm. Modeling and Numerical simulation is established using commercially available finite element analysis software package ANSYS. Based on convergence study a higher order 3-D, 10-node element having three degrees of freedom at each node, SOLID 187 element is used in analysis. Natural frequency increases and Mode shape decreases as the crack depth increases. Experiment are also conducted, results of experiment having good co-relation with results of finite element analysis.
机译:本文的目的是估算裂缝深度对梁的自然频率和模式形状的影​​响;悬臂和固定梁从事用于分析。裂缝对结构性能的严重威胁,它影响了振动签名(自然频率和模式形状)。将两个横向裂缝从梁的固定端部门偏离200mm和600mm,深度裂缝在0.5mm的间隔以0.5mm至3mm变化。使用市售有限元分析软件包ANSYS建立建模和数值模拟。基于收敛研究,在每个节点处具有三个自由度的高阶3-D,10节点元件,用于分析。随着裂缝深度的增加,自然频率增加和模式形状降低。还进行了实验,实验结果与有限元分析结果具有良好的共同关系。

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