About the Influence of Butt Weld Joints Geometry on the Damage Detection Process

Article Preview

Abstract:

The number and diversity of global nondestructive testing methods applicable to welded structures have rapidly increased in last decades. Vibration-based damage detection methods make possible the evaluation of structures at once; the damage location can be found without having direct access to the structure’s damaged region. Butt welded components often bring complexity in the structures, since the weld introduces cross-section shape changes and alteration of the material’s physical and mechanical characteristics. Moreover, the structure continuity can be interrupted by cracks or cavities. All changes occurring due to the weld induce mutations in the structures dynamical behavior. This paper presents a method to identify structural changes by using information from the modal analysis, actually analyzing the natural frequency shifts. Mathematical relations describing the individual or coupled effect of mass change and geometrical discontinuities are derived and used in the identification process; in fact, finding the mass changes or cracks becomes an inverse problem. The mathematical models are successfully tested on virtual and real structures.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

13-18

Citation:

Online since:

July 2015

Export:

Price:

* - Corresponding Author

[1] D. Balageas, Introduction to Structural Health Monitoring, in: D. Balageas , C. -P. Fritzen, A. Güemes (Eds. ),  Structural Health Monitoring, ISTE Press, 2006, pp.13-44.

DOI: 10.1002/9780470612071

Google Scholar

[2] S. W. Doebling, C. R. Farrar, M. B. Prime, D. Shevitz, Damage Identification and Health Monitoring of Structural and Mechanical Systems From Changes in their Vibration Characteristics: A literature Review, Los Alamos National Laboratory Report LA-13070-MS, (1996).

DOI: 10.2172/249299

Google Scholar

[3] A. Morassi, F. Vestroni, Dynamic Methods for Damage Detection in Structures, Springer, (2008).

Google Scholar

[4] J.V. Araújo dos Santos, N.M.M. Maia, C.M. Mota Soares, C.A. Mota Soares, Structural Damage Identification: A Survey, in: B.H.V. Topping, M. Papadrakakis (Eds. ), Trends in Computational Structures Technology, Saxe-Coburg Publications, Stirlingshire, 2008, pp.1-24.

DOI: 10.4203/csets.19.1

Google Scholar

[5] N. Abu Husain, H. Ouyang, Detection of damage in welded structure using experimental modal data, Journal of Physics: Conference Series 305 (2011) 012120.

DOI: 10.1088/1742-6596/305/1/012120

Google Scholar

[6] V. Heckman, Damage Detection in Civil Structures Using High-Frequency Seismograms, PhD Thesis, California Institute of Technology, Pasadena, California, (2014).

Google Scholar

[7] G.R. Gillich, Z.I. Praisach, Reliable method to detect and assess damages in beams based on frequency changes, Proceedings of the ASME International Design Engineering Technical Conferences and Computers and Information in Engineering Conference 2012, Vol. 1, Pts A and B, (2012).

DOI: 10.1115/detc2012-70094

Google Scholar

[8] G.R. Gillich, E.D. Birdeanu, N. Gillich, D. Amariei, V. Iancu, C.S. Jurcau, Detection of damages in simple elements, Annals of DAAAM and Proceedings, Vol. 20, 2009, pp.623-624.

Google Scholar

[9] G.R. Gillich, Z.I. Praisach, Damage-patterns based method to locate discontinuities in beams, Proceedings of SPIE - The International Society for Optical Engineering 8695, art. no. 869532, (2013).

DOI: 10.1117/12.2009122

Google Scholar

[10] G.R. Gillich, M. Abdel Wahab, Z.I. Praisach, J.L. Ntakpe, The influence of transversal crack geometry on the frequency changes of beams, Proceedings of ISMA 2014 - International Conference on Noise and Vibration Engineering and USD 2014 - International Conference on Uncertainty in Structural Dynamics, Leuven, 2014, pp.485-498.

DOI: 10.1155/2014/607125

Google Scholar