Abstract
Recent developments in the automatic monitoring of structural integrity has led to renewed interest in the dynamic behaviour of structures containing cracks. Methods might be developed whereby the overall dynamics of a structure are monitored and any changes, for example frequency drop and variation in the associated modal shapes, are indicative of the presence of damage. These changes might possibly be used to locate and quantify the damage and perhaps lead to estimation of the remanent life of the damaged structure. Such an approach is not easy because in general the dynamic behaviour of a component is fairly insensitive to the existence of defects unless these are quite extensive. Examples of work on this topic are mentioned in Ref. [1], [2] and [3].
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
Preview
Unable to display preview. Download preview PDF.
References
S. CHRISTIDES and A.D.S. BARR, One-dimensional theory of cracked Bernoulli-Euler beams. Int. J. Mech. Sci. 26, 639–648 (1984).
S. CHRISTIDES and A.D.S. BARR, Torsional vibration of cracked beams of non-circular cross-section. To be published, Int. J. Mech. Sci. 28, (1986).
S. CHRISTIDES, Dynamics of structural elements with cracks. Ph.D. Thesis, University of Dundee (1984).
A.D.S. BARR, An extension of the Hu-Washizu variational principle in linear elasticity for dynamic problems. Trans. ASME. J. appl. Mech. 33, 465 (1966).
Author information
Authors and Affiliations
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 1987 Springer-Verlag Berlin, Heidelberg
About this paper
Cite this paper
Barr, A.D.S., Christides, S. (1987). One-Dimensional Theories for Cracked Beams. In: Elishakoff, I., Irretier, H. (eds) Refined Dynamical Theories of Beams, Plates and Shells and Their Applications. Lecture Notes in Engineering, vol 28. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-642-83040-2_31
Download citation
DOI: https://doi.org/10.1007/978-3-642-83040-2_31
Publisher Name: Springer, Berlin, Heidelberg
Print ISBN: 978-3-540-17573-5
Online ISBN: 978-3-642-83040-2
eBook Packages: Springer Book Archive