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contributor authorTatari
contributor authorMilad;Irandoust
contributor authorSoroush;Ghosh
contributor authorRanajay;Tjiptowidjojo
contributor authorYustianto;Nayeb-Hashemi
contributor authorHamid
date accessioned2022-08-18T13:08:54Z
date available2022-08-18T13:08:54Z
date copyright6/27/2022 12:00:00 AM
date issued2022
identifier issn1048-9002
identifier othervib_144_5_051016.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4287516
description abstractDeformation and stress fields in a curved beam can be tailored by changing its mechanical properties such as the elastic modulus/mass density, which is typically done using functionally graded materials (FGM). Such functional gradation can be done, for instance, by using particles or fiber-reinforced materials with different volume fractions along the beam length. This article presents in-plane vibrations of functionally graded (FG) cantilevered curved beams. Both semi-analytical and finite element modeling are employed to find natural frequencies and mode shapes of such beams. The natural frequencies obtained from the analytical solution and finite element analysis are in close agreement with an error of 6.2% when the variance of material properties gradation is relatively small. In the analytical approach, the direct method is employed to derive the governing linear differential equations of motion. The natural frequencies and mode shapes are obtained using the Galerkin and the finite element methods. First, three natural frequencies and corresponding mode shapes are analyzed for different elastic modulus/mass density distribution functions. Furthermore, the natural frequencies of FG curved beams with a crack are also investigated. Our results indicate that larger cracks near the clamped side of the beam significantly decrease the first natural frequency. In the second and third vibration modes, cracks located in the area with a maximum moment result in the lowest natural frequency values. However, the second and third natural frequencies of the cracked curved beam are not affected by the presence of a crack, if the crack is located at the nodal points of the curved beam.
publisherThe American Society of Mechanical Engineers (ASME)
titleDynamic Analysis of a Curved Beam With Tuning of Elastic Modulus and Mass Density in Circumferential Direction
typeJournal Paper
journal volume144
journal issue5
journal titleJournal of Vibration and Acoustics
identifier doi10.1115/1.4054672
journal fristpage51016-1
journal lastpage51016-13
page13
treeJournal of Vibration and Acoustics:;2022:;volume( 144 ):;issue: 005
contenttypeFulltext


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