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Modal Testing of a Flexible Wing on a Dynamically Active Test Fixture Using the Fixed Base Correction MethodIn modal testing and finite element model correlation, analysts desire modal results using free-free or rigid boundary conditions to ease comparisons of test versus analytical data. It is often expensive both in cost and schedule to build and test with boundary conditions that replicate the free-free or rigid boundaries. Static test fixtures for load testing are often large, heavy, and unyielding, and not provide adequate boundaries for modal tests because they are dynamically too flexible and often contain natural frequencies within the test article frequency range of interest. The dynamic coupling between the test article and test fixture complicates the model updating process because significant effort needs to be spent on modeling the test fixture and boundary conditions in addition to the test article. If the modal results could be corrected for fixture coupling, then setups used for other structural testing could be adequate for modal testing and would allow significant schedule and cost savings by eliminating a unique setup for only modal testing. To simplify future modal tests, this report describes a Fixed Base Correction method that was investigated during modal testing of a full-scale, half-span, flexible wing cantilevered from a static test fixture. The results of this Fixed Base Correction approach look very promising. The method aided in producing similar wing modal characteristics for two different physical boundary configurations of a dynamically active test fixture.
Document ID
20210018663
Acquisition Source
Armstrong Flight Research Center
Document Type
Technical Memorandum (TM)
Authors
Natalie D Spivey
(Armstrong Flight Research Center Rosamond, California, United States)
Kia D Miller
(Armstrong Flight Research Center Rosamond, California, United States)
Rachel M Saltzman
(Armstrong Flight Research Center Rosamond, California, United States)
Kevin Napolitano
(ATA Engineering (United States) San Diego, California, United States)
Date Acquired
July 14, 2021
Publication Date
August 6, 2021
Subject Category
Structural Mechanics
Funding Number(s)
WBS: 981698
CONTRACT_GRANT: 1641956
Distribution Limits
Public
Copyright
Portions of document may include copyright protected material.
Technical Review
NASA Peer Committee
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