The device presented herein consists of an electromagnetic horizontal impact device. The use of a steel ball serves to avoid friction of the impact mass within the guide tube, and the presence of a slight back-slope easily leads the ball back to its initial position after bouncing on the target structure. Repeated impacts can then be triggered and tuned while in-flight. The obtained impact force duration is shorter than the impact of a truck on bridge piles; however, the required level of momentum transmitted to the pile could be attained, as could the other requirements such as remote control, reproducibility and tunability. This device produces sharp impacts that enable modeling the free vibration response of structures or the impulse response in modal terms. Two applications are presented here in order to demonstrate both the versatility of the device and the types of observations it yields: a study of the inertial pile response; and a study of structure-soil-structure interactions, as part of an effort to describe the “site-city interaction”.
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March 2007
Research Article|
March 01 2007
An electromagnetic horizontal impact device for centrifuge testing
Masoud Hajialilue-Bonab;
Masoud Hajialilue-Bonab
Assistant Professor
Faculty of Civil Engineering, University of Tabriz, Tabriz, Iran
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Jean-Louis Chazelas;
Jean-Louis Chazelas
Senior Researcher
Laboratoire Central des Ponts et Chaussées, Nantes, France
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Favraud Claude;
Favraud Claude
Research Engineers
Laboratoire Central des Ponts et Chaussées, Nantes, France
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Louis-Marie Cottineau
Louis-Marie Cottineau
Research Engineers
Laboratoire Central des Ponts et Chaussées, Nantes, France
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Publisher: Emerald Publishing
Received:
October 18 2004
Online ISSN: 2042-6550
Print ISSN: 1346-213X
© Thomas Telford and ICE
2007
International Journal of Physical Modelling in Geotechnics (2007) 7 (1): 01–11.
Article history
Received:
October 18 2004
Citation
Hajialilue-Bonab M, Chazelas J, Claude F, Cottineau L (2007), "An electromagnetic horizontal impact device for centrifuge testing". International Journal of Physical Modelling in Geotechnics, Vol. 7 No. 1 pp. 01–11, doi: https://doi.org/10.1680/ijpmg.2007.070101
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