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Parametric Study of Three-Stringer-Panel Compression-After-Impact StrengthDamage tolerance requirements for integrally-stiffened composite wing skins are typically met using design allowables generated by testing impact-damaged subcomponents, such as three-stringer stiffened panels. To improve these structures, it is necessary to evaluate the critical design parameters associated with three-stringer stiffened-panel compressive behavior. During recent research and development programs, four structural parameters were identified as sources for strength variation: (a) material system, (b) stringer configuration, (c) skin layup, and (d) form of axial reinforcement (tape versus pultruded carbon rods). Relative effects of these parameters on damage resistance and damage tolerance were evaluated numerically and experimentally. Material system and geometric configuration had the largest influence on damage resistance; location and extent of the damage zone influenced the sublaminate buckling behavior, failure initiation site, and compressive ultimate strength. A practical global-local modeling technique captured observed experimental behavior and has the potential to identify critical damage sites and estimate failure loads prior to testing. More careful consideration should be given to accurate simulation of boundary conditions in numerical and experimental studies.
Document ID
19990111737
Acquisition Source
Langley Research Center
Document Type
Conference Paper
Authors
Rousseau, Carl Q.
(Textron Bell Helicopter Fort Worth, TX United States)
Hethcock, J. Donn
(Textron Bell Helicopter Fort Worth, TX United States)
Baker, Donald J.
(Army Research Lab. Hampton, VA United States)
Date Acquired
September 6, 2013
Publication Date
January 1, 1999
Subject Category
Structural Mechanics
Meeting Information
Meeting: Composite Structures: Theory and Practice
Location: Seattle, WA
Country: United States
Start Date: May 17, 1999
End Date: May 18, 1999
Sponsors: American Society for Testing and Materials
Funding Number(s)
CONTRACT_GRANT: F3361-C-5729
CONTRACT_GRANT: N00019-85-C-0145
CONTRACT_GRANT: NAS1-19853
CONTRACT_GRANT: NCCW-76
Distribution Limits
Public
Copyright
Work of the US Gov. Public Use Permitted.
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