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A Procedure for Modeling Structural Component/Attachment Failure Using Transient Finite Element AnalysisStructures often comprise smaller substructures that are connected to each other or attached to the ground by a set of finite connections. Under static loading one or more of these connections may exceed allowable limits and be deemed to fail. Of particular interest is the structural response when a connection is severed (failed) while the structure is under static load. A transient failure analysis procedure was developed by which it is possible to examine the dynamic effects that result from introducing a discrete failure while a structure is under static load. The failure is introduced by replacing a connection load history by a time-dependent load set that removes the connection load at the time of failure. The subsequent transient response is examined to determine the importance of the dynamic effects by comparing the structural response with the appropriate allowables. Additionally, this procedure utilizes a standard finite element transient analysis that is readily available in most commercial software, permitting the study of dynamic failures without the need to purchase software specifically for this purpose. The procedure is developed and explained, demonstrated on a simple cantilever box example, and finally demonstrated on a real-world example, the American Airlines Flight 587 (AA587) vertical tail plane (VTP).
Document ID
20070010750
Acquisition Source
Langley Research Center
Document Type
Contractor Report (CR)
Authors
Lovejoy, Andrew E.
(Analytical Services and Materials, Inc. Hampton, VA, United States)
Jegley, Dawn C.
(NASA Langley Research Center Hampton, VA, United States)
Date Acquired
August 23, 2013
Publication Date
January 1, 2007
Subject Category
Structural Mechanics
Report/Patent Number
NASA/CR-2007-214540
Report Number: NASA/CR-2007-214540
Funding Number(s)
CONTRACT_GRANT: NNL04AA10B
WBS: WBS 561581.02.08.07
Distribution Limits
Public
Copyright
Work of the US Gov. Public Use Permitted.
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