EFFECT OF CRACK DEPTH ON THE NATURAL FREQUENCY OF A PRESTRESSED FIXED–FIXED BEAM
✍ Scribed by S. Masoud; M.A. Jarrah; M. Al-Maamory
- Publisher
- Elsevier Science
- Year
- 1998
- Tongue
- English
- Weight
- 231 KB
- Volume
- 214
- Category
- Article
- ISSN
- 0022-460X
No coin nor oath required. For personal study only.
✦ Synopsis
The effect of crack depth on the transverse vibrational characteristics of a prestressed fixed-fixed beam is investigated. The natural frequency of the system is obtained by modal analysis. The coupling effect between the crack depth and the axial load on the natural frequency of the system is investigated. Also, experimental work verifies the results of the theoretical analysis. The study shows that there is a significant coupling between the axial load and the crack depth, and this coupling effect is directly proportional to the crack depth as well as the axial load. Therefore, the problem of a prestressed cracked beam cannot be treated as a superposition of two separate effects (crack plus axial load) to find the natural frequency of the system.
📜 SIMILAR VOLUMES
It is possible that fatigue cracks may appear in turbomachine blades which are subjected to extreme conditions during operation. Such cracks may become the cause of failure. The feasibility of considering the natural frequency as a parameter for detecting full depth cracks has been considered earlie
It is well known that the presence of the delamination in a composite laminated beam (CLB) introduces a local flexibility which changes the dynamic characteristics of the structure. The finite element method is used for modelling the CLB to obtain the effect of the delamination length and its starti
The paper develops a "nite element scheme for computing the eigensystem for a cracked beam for di!erent degrees of closure. Previous work in the authors' laboratories has indicated that the ability to extend the use of mode superposition to model breathing conditions in the crack zone would overcome
In this paper, the motion of a Bernoulli}Euler cantilever beam clamped on a moving cart and carrying an intermediate lumped mass is considered. The equations of motion of the beam}mass}cart system are analyzed through unconstrained modal analysis, and a uni"ed characteristic equation for calculating