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- W1570396864 abstract "Most of the members of engineering structures operate under loading conditions, which may cause damages or cracks in overstressed zones. The presence of cracks in a structural member, such as a beam, causes local variations in stiffness, the magnitude of which mainly depends on the location and depth of the cracks. These variations, in turn, have a significant effect on the vibrational behavior of the entire structure. To ensure the safe operation of structures, it is extremely important to know whether their members are free of cracks, and should any be present, to assess their extent. The procedures often used for detection are di‐ rect procedures such as ultrasound, X-rays, etc. However, these methods have proven to be inoperative and unsuitable in certain cases, since they require expensive and minutely de‐ tailed inspections [1]. To avoid these disadvantages, in recent decades, researchers have fo‐ cused on more efficient procedures in crack detection using vibration-based methods [2]. Modelling of a crack is an important aspect of these methods." @default.
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- W1570396864 date "2012-10-02" @default.
- W1570396864 modified "2023-09-27" @default.
- W1570396864 title "Vibration Analysis of Cracked Beams Using the Finite Element Method" @default.
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- W1570396864 doi "https://doi.org/10.5772/51173" @default.
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