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The EST Model for Predicting Progressive Damage and Failure of Open Hole Bending SpecimensProgressive damage and failure in open hole composite laminate coupons subjected to flexural loading is modeled using Enhanced Schapery Theory (EST). Previous studies have demonstrated that EST can accurately predict the strength of open hole coupons under remote tensile and compressive loading states. This homogenized modeling approach uses single composite shell elements to represent the entire laminate in the thickness direction and significantly reduces computational cost. Therefore, when delaminations are not of concern or are active in the post-peak regime, the version of EST presented here is a good engineering tool for predicting deformation response. Standard coupon level tests provides all the input data needed for the model and they are interpreted in conjunction with finite element (FE) based simulations. Open hole bending test results of three different IM7/8552 carbon fiber composite layups agree well with EST predictions. The model is able to accurately capture the curvature change and deformation localization in the specimen at and during the post catastrophic load drop event.
Document ID
20160008687
Acquisition Source
Glenn Research Center
Document Type
Conference Paper
Authors
Joseph, Ashith P. K.
(Michigan Univ. Ann Arbor, MI, United States)
Waas, Anthony M.
(Washington Univ. Seattle, WA, United States)
Pineda, Evan J.
(NASA Glenn Research Center Cleveland, OH United States)
Date Acquired
July 5, 2016
Publication Date
January 4, 2016
Subject Category
Composite Materials
Report/Patent Number
AIAA Paper 2016-0730
GRC-E-DAA-TN29285
Report Number: AIAA Paper 2016-0730
Report Number: GRC-E-DAA-TN29285
Meeting Information
Meeting: AIAA/ASCE/AHS/ASC Structures, Structural Dynamics, and Materials Conference
Location: San Diego, CA
Country: United States
Start Date: January 4, 2016
End Date: January 8, 2016
Sponsors: American Helicopter Society, Inc., American Society for Composites, American Inst. of Biological Sciences, American Society of Civil Engineers
Funding Number(s)
WBS: WBS 826611.04.03.01
Distribution Limits
Public
Copyright
Public Use Permitted.
Keywords
damage
computational mechanics
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