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A Simplistic Look at Limit Stresses from Random LoadingUtilizing a continuous beam model, this report compares the potential stresses imposed on the beam from a random environment with those resulting from a typical static load analysis or test simulation. The Miles' equation used to develop peak response accelerations is shown to become a force equation in the hands of strength assessment personnel. This may prove to be unrealistic since hardware dynamic stresses are related to deflection rather than load. Correlation of the stress state for any static analysis or test with the actual dynamic response stress is strictly dependent upon how well the static deflections simulate the predominant dynamic mode shape. The report proposes that the general shape of this predominant mode, along with the peak response accelerations of major masses be used in strength assessments. From these data, a tailored enforced displacement loading may prove to be more effective in reproducing random induced stresses on flight hardware.
Document ID
19940011237
Acquisition Source
Legacy CDMS
Document Type
Technical Memorandum (TM)
Authors
Lee, H. M.
(NASA Marshall Space Flight Center Huntsville, AL, United States)
Date Acquired
September 6, 2013
Publication Date
October 1, 1993
Subject Category
Structural Mechanics
Report/Patent Number
NAS 1.15:108427
NASA-TM-108427
Report Number: NAS 1.15:108427
Report Number: NASA-TM-108427
Accession Number
94N15710
Distribution Limits
Public
Copyright
Work of the US Gov. Public Use Permitted.
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