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Design of Structurally Efficient Tapered Struts (SETS)A study was conducted to develop mass efficient composite struts. A closed-form design methodology for composite struts was developed using well established analyses to predict Euler buckling, local wall buckling; compression strength, damage tolerance, and interlaminar shear at geometric gradients. The methodology was coded in a spreadsheet suitable for convenient and rapid sizing of tapered composite struts. This spreadsheet analysis was used to determine the influence of several variables such as material stiffness, strut diameter, and material allowables on strut weight for given loading conditions. The comparison showed that, while the Park Aerospace design method was well suited to preliminary sizing for a conservative design, the closed-form-analyses-based spreadsheet accounts for all possible failure modes and is a good optimum strut design tool. The report concludes with a set of recommendations for future work in analytical design and analysis methodology enhancements.
Document ID
20100021363
Acquisition Source
Langley Research Center
Document Type
Contractor Report (CR)
Authors
Ravi Deo
(Northrop Grumman (United States) Falls Church, Virginia, United States)
Harry Benner
(Northrop Grumman (United States) Falls Church, Virginia, United States)
Vincent Dawson
(Northrop Grumman (United States) Falls Church, Virginia, United States)
Eric Olason
(Park Aerospace Structures Corp. Lynnwood, WA, United States)
Richard Harrison
(Northrop Grumman (United States) Falls Church, Virginia, United States)
Date Acquired
August 24, 2013
Publication Date
May 1, 2010
Subject Category
Structural Mechanics
Report/Patent Number
NASA/CR-2010-216699
NF1676L-10620
Report Number: NASA/CR-2010-216699
Report Number: NF1676L-10620
Funding Number(s)
WBS: WBS 727950.04.05.23
CONTRACT_GRANT: NNL04AA13B
TASK: NNL08AC95T
Distribution Limits
Public
Copyright
Public Use Permitted.
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