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Test and Analysis Correlation for Sandwich Composite Longitudinal Joint SpecimensThe NASA Composite Technology for Exploration (CTE) project is tasked with evaluating methods to analyze and manufacture composite joints for potential use in block upgrades to the Space Launch System (SLS) launch-vehicle structures such as the Payload Attach Fitting (PAF). To perform this task, the CTE project has initiated test and analysis correlation studies for composite joints under various loading conditions. Herein, NASA-developed numerical models are correlated with the experimental results from a series of tension tests. Pretest strain results matched the far-field test data well, but did not capture the nonlinear response in the vicinity of the joint. A refined pretest analytical model was modified to represent progressive failure of the specimens at failure locations observed during the experimental tests. The nonlinear strain response from this progressive failure model predicted the delamination failure load within 15% of the test data, but underpredicted the nonlinearity of the strain response. Further study of composite material models that account for the nonlinear shear response of fabric composites is recommended for the composite joint structures considered in this paper.

Document ID
20200002421
Acquisition Source
Langley Research Center
Document Type
Conference Paper
Authors
Mason, Brian H.
(NASA Langley Research Center Hampton, VA, United States)
Satyanarayana, Arunkumar
(NASA Langley Research Center Hampton, VA, United States)
Sleight, David W.
(NASA Langley Research Center Hampton, VA, United States)
Date Acquired
April 14, 2020
Publication Date
January 6, 2019
Subject Category
Composite Materials
Spacecraft Design, Testing And Performance
Report/Patent Number
NF1676L-30362
Meeting Information
Meeting: AIAA SciTech
Location: San Diego, CA
Country: United States
Start Date: January 6, 2019
End Date: January 10, 2019
Sponsors: American Institute of Aeronautics and Astronautics (AIAA)
Funding Number(s)
WBS: 057942.04.22.23
Distribution Limits
Public
Copyright
Work of the US Gov. Public Use Permitted.
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