2017
DOI: 10.1016/j.engfailanal.2017.04.026
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Modal parameter identification and vibration based damage detection of a multiple cracked cantilever beam

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Cited by 77 publications
(24 citation statements)
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“…Finite element method was applied to refine the mesh size at the crack region to converge the natural frequencies of the cracked beam to be more accurate. Altunışık et al [11] carried out theoretical and experimental modal analysis for various cases of cracked beam with single, double and triple cracks at different locations and sizes. All these scenarios are compared for the amount of deviations in the natural frequencies.…”
Section: Introductionmentioning
confidence: 99%
“…Finite element method was applied to refine the mesh size at the crack region to converge the natural frequencies of the cracked beam to be more accurate. Altunışık et al [11] carried out theoretical and experimental modal analysis for various cases of cracked beam with single, double and triple cracks at different locations and sizes. All these scenarios are compared for the amount of deviations in the natural frequencies.…”
Section: Introductionmentioning
confidence: 99%
“…Hou and Lu proposed a way to identify the crack damage in beams by using a cracked beam element model, which is derived from the local flexibility model and fracture mechanic principle [13]. Altunışık et al carried out a detailed analysis on the modal parameter identification and the vibration response-based crack identification of a cantilever beam with hollow circular cross section having multiple cracks [14]. According to the crack identification problem of a hollow circular cross-sectional cantilever beam, they solved the problem by the transfer matrix method analytically and the finite element method numerically [15].…”
Section: Introductionmentioning
confidence: 99%
“…The stiffness loss reduces the capacity of a structure to store energy, and it directly depends on the position [1][2][3][4], respectively on the shape and depth of the crack [5][6][7][8]. The theory was also developed for changing environment [9][10][11], variable beam cross-section [12] and multiple cracks [13,14].…”
Section: Introductionmentioning
confidence: 99%