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A Benchmark Example for Delamination Propagation Predictions Based on the Single Leg Bending Specimen under Quasi-static and Fatigue LoadingBenchmark examples based on Single Leg Bending (SLB) specimens with equal and unequal bending arm thicknesses were used to assess the performance of delamination prediction capabilities in finite element codes. First, the development of the quasi-static benchmark cases using the Virtual Crack Closure Technique (VCCT) is discussed in detail. Second, based on the quasi-static benchmark results, additional benchmark cases to assess delamination propagation under fatigue loading are created. Third, the application is demonstrated for the commercial finite element code Abaqus Standard 2018. The benchmark cases are compared to results obtained from VCCT-based, automated quasi-static propagation analysis. A comparison with results from automated fatigue propagation analysis was not performed at this point since the current version of Abaqus does not include this capability under variable mixed-mode conditions. In general, good agreement between the results obtained from the quasi-static propagation analysis and the benchmark results were achieved. Overall, the benchmarking procedure proved valuable for analysis verification.
Document ID
20200003014
Acquisition Source
Langley Research Center
Document Type
Conference Paper
Authors
Ronald Krueger
(National Institute of Aerospace Hampton, Virginia, United States)
Lyle Deobold
(Boeing (United States) Chicago, Illinois, United States)
Haozhong Gu
(Boeing (United States) Chicago, Illinois, United States)
Date Acquired
April 24, 2020
Subject Category
Composite Materials
Report/Patent Number
NF1676L-29297
ASC-116
Report Number: NF1676L-29297
Meeting Information
Meeting: American Society for Composites 33rd Technical Conference
Location: Seattle, WA
Country: US
Start Date: September 24, 2018
End Date: September 26, 2018
Sponsors: American Society for Composites
Funding Number(s)
CONTRACT_GRANT: NNL09AA00A
WBS: 826611.04.07.01
Distribution Limits
Public
Copyright
Public Use Permitted.
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