Paper Title:
Impact Load Identification Based on Local Measurements
  Abstract

A new methodology for load identification is proposed. The global dynamic structural response is modeled using only pre-computed, time dependent, dynamic influence matrix, describing structural response to locally generated unit impulses. Then, the impact load identification procedure is based on distance minimization between the modeled and measured local dynamic responses in sensor locations. The theoretical background as well as numerical examples is presented.

  Info
Periodical
Key Engineering Materials (Volumes 293-294)
Edited by
W.M. Ostachowicz, J.M. Dulieu-Barton, K.M. Holford, M. Krawczuk and A. Zak
Pages
159-166
DOI
10.4028/www.scientific.net/KEM.293-294.159
Citation
M. Wiklo, J. Holnicki-Szulc, "Impact Load Identification Based on Local Measurements ", Key Engineering Materials, Vols. 293-294, pp. 159-166, 2005
Online since
September 2005
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$32.00
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