Please use this identifier to cite or link to this item: http://hdl.handle.net/2080/2358
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dc.contributor.authorSahu, S K-
dc.contributor.authorRohini, B-
dc.date.accessioned2015-09-07T06:34:54Z-
dc.date.available2015-09-07T06:34:54Z-
dc.date.issued2015-08-
dc.identifier.citationInternational Conference on Computer Science and Mechanical Engineering (ICCSME), Chennai, 23 Aug 2015en_US
dc.identifier.urihttp://hdl.handle.net/2080/2358-
dc.descriptionCopyright belongs to proceeding publisheren_US
dc.description.abstractFor many engineering applications, beams are essential models for the structural elements and have been studied extensively. The structures planned to support high speed engines and turbines are subjected to vibration. Mild steel specimens of square area of cross section are considered for the experiment and the experimental results are contrasted with numerical analysis using Finite Element Method (FEM) in MATLAB environment. The crack considered is transverse crack which open in nature. Due to the presence of crack, the total flexibility matrix is established by adding local additional flexibility matrix to the flexibility matrix of the corresponding intact beam element .The local additional flexibility matrix is obtained from Linear Elastic Fracture Mechanics theory. Numerical study to validate the accuracy of the present (FEM) analysis is done. Experimental work is carried out to study the affect of presence of crack in uniform beams of square area of cross section for cantilever boundary condition.en_US
dc.language.isoenen_US
dc.subjectBeamsen_US
dc.subjectVibrationen_US
dc.subjectNatural Frequencyen_US
dc.titleFree Vibration Analysis of Cantilever Beams with Transverse Open Cracksen_US
dc.typeArticleen_US
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