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Double Cantilever Beam and End Notched Flexure Fracture Toughness Testing of Two Composite MaterialsTwo different unidirectional composite materials were provided by NASA Langley Research Center and tested by the Composite Materials Research Group within the Department of Mechanical Engineering at the University of Wyoming. Double cantilever beam and end notched flexure tests were performed to measure the mode I (crack opening) and mode II (sliding or shear) interlaminar fracture toughness of the two materials. The two composites consisted of IM7 carbon fiber combined with either RP46 resin toughened with special formulation of LaRC IA resin, known as JJS1356; or PES chain extended thermoplastic resin known as JJS1361. Double Cantilever Beam Specimen Configuration and Test Methods As received from NASA, the test specimens were nominally 0.5 inch wide, 6 inches long, and 0.2 inch thick. A 1 inch long Kapton insert at the midplane of one end of the specimen (placed during laminate fabrication) facilitated crack initiation and extension. It was noted that the specimens provided were smaller than the nominal 1.5 inch wide, 9.0 inch long configuration specified. Similarly, the Kapton inserts were of greater length than those in the present specimens. Hence, the data below should not be compared directly to those generated with the referenced methods. No preconditioning was performed on the specimens prior to testing. In general, the methodology was used for the present work. Crack opening loads were introduced to the specimens via piano hinges attached to the main specimen faces at a single end of each specimen. Hinges were bolted to the specimens using the technique presented. The cracks were extended a small distance from the end of the Kapton insert prior to testing. Just before precracking, the sides of the specimens were coated with water-soluble typewriter correction fluid to aid in crack visualization. Scribe marks were then made in the coating at half-inch intervals.
Document ID
19990062136
Acquisition Source
Langley Research Center
Document Type
Other
Authors
Kessler, Jeff A.
(Wyoming Univ. Laramie, WY United States)
Adams, Donald F.
(Wyoming Univ. Laramie, WY United States)
Date Acquired
September 6, 2013
Publication Date
January 1, 1993
Subject Category
Structural Mechanics
Report/Patent Number
UW-CMRG-R-93-101
Report Number: UW-CMRG-R-93-101
Funding Number(s)
CONTRACT_GRANT: NAG1-1294
Distribution Limits
Public
Copyright
Work of the US Gov. Public Use Permitted.
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