DETERMINATION OF CRACK LOCATION IN BEAMS USING NATURAL FREQUENCIES
By Shirish Chinchalkar. 2001
202 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Computer Vision and Pattern Recognition, Mechanical Engineering
View Paper: https://www.semanticscholar.org/paper/f3dac608894952c1f3ac2ed731543eb401be7361
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In Civil and Structural Engineering
In Computer Vision and Pattern Recognition
In Mechanical Engineering
Citations in the corpus
- Crack detection using nonlinear output frequency response functions - an experimental study (2006, background): “Linear approaches detect the presence of cracks in a target object by monitoring changes in the resonant frequencies [1,2], in the mode shapes [3–5] or in the damping factors [6,7].”
- Numerical analysis of cracked beams using nonlinear output frequency response functions (2008, background): “In the case shown in Table 1, this range of x is [ 1,1].”
- Cracked beam identification by numerically analysing the nonlinear behaviour of the harmonically forced response (2011, background): “By linear approaches the presences of cracks in a target object are detected through the monitoring of changes in resonant frequencies [5] or in damping factors [6] or in mode shapes [7].”