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Critical composite joint subcomponents: Analysis and test resultsThis program has been conducted to develop the technology for critical structural joints of a composite wing structure meeting design requirements for a 1990 commercial transport aircraft. A prime objective of the program was to demonstrate the ability to reliably predict the strength of large bolted composite joints. Load sharing between bolts in multirow joints was computed by a nonlinear analysis program (A4FJ) which was used both to assess the efficiency of different joint design concepts and to predict the strengths of large test articles representing a section from a wing root chord-wise splice. In most cases, the predictions were accurate to within a few percent of the test results. A highlight of these tests was the consistent ability to achieve gross-section failure strains on the order of 0.005 which represents a considerable improvement over the state of the art. The improvement was attained largely as the result of the better understanding of the load sharing in multirow joints provided by the analysis. The typical load intensity on the structural joints was about 40 to 45 thousand pound per inch in laminates having interspersed 37 1/2-percent 0-degree plies, 50-percent + or - 45-degrees plies and 12 1/2-percent 90-degrees plies. The composite material was Toray 300 fiber and Ciba-Geigy 914 resin, in the form of 0.010-inch thick unidirectional tape.
Document ID
19870001542
Acquisition Source
Legacy CDMS
Document Type
Contractor Report (CR)
Authors
Bunin, B. L.
(Douglas Aircraft Co., Inc. Long Beach, CA, United States)
Date Acquired
September 5, 2013
Publication Date
September 1, 1983
Publication Information
Publisher: NASA
Subject Category
Composite Materials
Report/Patent Number
NASA-CR-3711
ACEE-26-TR-3074
NAS 1.26:3711
Report Number: NASA-CR-3711
Report Number: ACEE-26-TR-3074
Report Number: NAS 1.26:3711
Accession Number
87N10975
Funding Number(s)
CONTRACT_GRANT: NAS1-16857
Distribution Limits
Public
Copyright
Work of the US Gov. Public Use Permitted.
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