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Frequency domain stress intensity calibration of damped cracked panelsThis paper discusses two schemes for doing finite element K calibration in the frequency domain. The baseline scheme uses the definition of K as a limit toward the crack tip. The limiting process requires using a very fine mesh around the crack tip making the scheme computationally very expensive. It is shown that the behavior of K as a function of frequency is very similar to a modal response. Taking advantage of this, a more efficient scheme involves a modal analysis of the cracked sheet and scaling the response to that of the static stress intensity. In this way, only a static K calibration need be performed. All the examples shown are for a frequency range spanning multiple resonances and with two levels of damping.
Document ID
19930069901
Acquisition Source
Legacy CDMS
Document Type
Reprint (Version printed in journal)
External Source(s)
Authors
Doyle, James F.
(Purdue Univ. West Lafayette, IN, United States)
Rizzi, Stephen A.
(NASA Langley Research Center Hampton, VA, United States)
Date Acquired
August 16, 2013
Publication Date
May 15, 1993
Publication Information
Publication: International Journal of Fracture
Volume: 61
Issue: 2
ISSN: 0376-9429
Subject Category
Structural Mechanics
Accession Number
93A53898
Distribution Limits
Public
Copyright
Other

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