The use of antiresonances for crack detection in beams
By M. Dilena, Antonino Morassi. 2004
140 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Mechanical Engineering, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/0d17f7808f4067792ee0567ba060259172be056d
How researchers see this paper
The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.
In Civil and Structural Engineering
- Ivo Caliò
- Salvatore Caddemi
- Nuno Maia
- A. Ribeiro
- Weijia Wen
- D. Montalvão
- P. Sheng
- Alessandro Palmeri
In Mechanical Engineering
In Mechanics of Materials
Citations in the corpus
- Exact closed-form solution for the vibration modes of the Euler-Bernoulli beam with multiple open cracks (2009, background): “For the latter reason, the study of simple structural systems, such as straight beams subject to concentrated damages, has been conducted by several authors [1–20].”
- Dynamic Mass Density and Acoustic Metamaterials (2007, background): “For example, the change in frequencies of anti-resonances can be an indicator of structural damages [15, 16]; it is also an element that needs to be taken into account in the design and modeling of the cantilever for atomic force microscopes [17–19].”
- A review of vibration-based structural health monitoring with special emphasis on composite materials (2006, background): “Dilena and Morassi (2004) used antiresonances to avoid the non-uniqueness of the damage location problem, which may occur in symmetrical beams with a single open crack when only frequency data is employed.”