1997
DOI: 10.1016/s0045-7949(96)00120-4
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Crack identification in frame structures

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Cited by 87 publications
(40 citation statements)
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“…[21][22][23], transfer matrix analysis is introduced for the derivation of the stiffness matrix of the cracked element, and the FE model for the cantilever beam is presented. The present study uses an FE model simplified from the model by Ref.…”
Section: Finite Element Modelmentioning
confidence: 99%
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“…[21][22][23], transfer matrix analysis is introduced for the derivation of the stiffness matrix of the cracked element, and the FE model for the cantilever beam is presented. The present study uses an FE model simplified from the model by Ref.…”
Section: Finite Element Modelmentioning
confidence: 99%
“…The present study uses an FE model simplified from the model by Ref. [21][22][23] to investigate the flexural vibration characteristics of a cracked rotor.…”
Section: Finite Element Modelmentioning
confidence: 99%
See 1 more Smart Citation
“…Hasen (3) applied the Narkis's technique to a beam on an elastic foundation. Nikolakopoulos et al (5) used a procedure with natural frequencies to find the crack location and the depth in the frame structure. Horibe et al (6) (7) (8) presented a method to identify a crack using genetic algorithm (GA).…”
Section: Introductionmentioning
confidence: 99%
“…Dimarogonas and Massouros [8] investigated the dynamic behaviour of a circumferentially cracked shaft in torsion and proposed nomographs for ÿnding the crack depth and location. Nikolakopoulos et al [9] presented the dependency of the structural eigenfrequencies on crack depth and location in contour graph form. To identify the location and depth of a crack, they determined the intersection points of the superposed contours that correspond to the measured eigenfrequency variations caused by the crack presence.…”
Section: Introductionmentioning
confidence: 99%