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Article type: Research Article
Authors: Rodriguez-Nikl, T. | Hegemier, G.A. | Seible, F.
Affiliations: Oregon State University , School of Civil & Construction Engineering, Corvallis, OR, USA | University of California, San Diego, Department of Structural Engineering, Jacobs School of Engineering, San Diego, CA, USA
Note: [] Corresponding author. Tel.: +1 541 737 2057; Fax: +1 541 737 3052; E-mail: rodrigto@engr.orst.edu
Abstract: The blast simulator at the University of California, San Diego is a unique tool for conducting full-scale testing of blast effects on structures without the use of explosive materials. This blast simulator uses high speed hydraulic actuators to launch specially designed modules toward the specimen, thereby imparting impulse in a blast-like manner. This method of testing offers numerous advantages over field tests with actual explosives, including cost, turn-around time, repeatability, and a clear view of the progression of damage in the specimen. The viability of this method is established by comparing results obtained in the blast simulator with results obtained with actual explosives. The process by which the impulse is imparted to the specimen is then described by a detailed model based on the equivalent single degree of freedom method. Impulse calculated by the model is found to be in good agreement with the experimentally recorded values. Calculated impulse is found to be relatively insensitive to assumptions made about the specimen's resistance function (often not well known before a test) implying that the model can be used with confidence in designing an experimental study.
Keywords: Blast simulator, blast hardening, blast mitigation, infrastructure protection, single degree of freedom method
DOI: 10.3233/SAV-2010-0563
Journal: Shock and Vibration, vol. 18, no. 4, pp. 579-592, 2011
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