Non-destructive assessment of welded headed studs by acoustic test
DOI:
https://doi.org/10.3989/ic.11.017Keywords:
Inspection, welds, headed stud, acoustic, sonic, non destructive testAbstract
Headed studs are nowadays the standard steel-concrete connectors because of their competitive advantages. Firstly, they provide a high degree of safety thanks to semiautomatic electric arc welding. These welds are not suitable for typical non-destructive tests. The analytical study comprises several models. The first vibration modes have been obtained. The experimental research has developed first the measurement of the natural frequencies of 28 headed-studs in the sonic range. Then they have been tested by non-destructive and destructive tests. Finally theirs tests have been compared with their respective frequency measurements. A clear relationship between the measured frequencies and the lack of penetration of the welds has been established, that confirms the analytical prediction of this effect of the internal weld imperfections. Therefore, the feasibility of simple and absolutely non-destructive tests of welded studs by in site measurement of natural frequencies in the sonic range has been clearly established in this work.
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References
(1) UNE-EN 970 (1997): “Examen no destructivo de soldaduras por fusión. Examen Visual”.
(2) Piotrowski, L.; Augustyniak, B.; Chmielewski, M.: “On the possibility of the application of magnetoacoustic emission intensity measurements for the diagnosis of thick-walled objects in the industrial environment”, Measurement Science and Technology, 21, UK, 2010.
(3) Hongping, G.; Duley, W.: “A statistical approach to acoustic monitoring of laser welding”, IOP Science, pp. 556–560 (1995).
(4) Den Ouden, G.; Van Bohemen, M.; Hermans, J.; Richardson, M.: “A study of acoustic emission energy generated during bainite and martensite formation”, Journal of physics d. applied physics (2002), 35: 1889-1894. http://dx.doi.org/10.1088/0022-3727/35/15/313
(5) American Welding Society: “Structural welding code. steel”, AWS D1.1/ D1.1M: Section 7. 2004.
(6) ACI Committee 318: “Building Code Requierements for Structural Concrete (ACI 318-05) Apendix D”, American Concrete Institute, 2008.
(7) Deutsches Institut für Bautechnik: “European Technical Approval. ETA-03/0041”, 2008.
(8) Aznar, A.; Hernando, J. I.; Ortiz, J.; Cervera, J.: “Conexión de forjados de hormigón a soportes metalicos”, Resumen de comunicaciones, Congreso ACHE, 2008.
(9) Aznar, A.; Cervera, J.; Ortiz, J.; Hernando, J. I.: “Conexión Investigación analítica y experimental de uniones mixtas en edificación mediante pernos conectores”, Resumen de comunicaciones, Congreso ACHE, 2011.
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