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High strain rate properties of unidirectional composites, part 1Experimental methods were developed for testing and characterization of composite materials at strain rates ranging from quasi-static to over 500 s(sup -1). Three materials were characterized, two graphite/epoxies and a graphite/S-glass/epoxy. Properties were obtained by testing thin rings 10.16 cm (4 in.) in diameter, 2.54 cm (1 in.) wide, and six to eight plies thick under internal pressure. Unidirectional 0 degree, 90 degree, and 10 degree off-axis rings were tested to obtain longitudinal, transverse, and in-plane shear properties. In the dynamic tests internal pressure was applied explosively through a liquid and the pressure was measured with a calibrated steel ring. Strains in the calibration and specimen rings were recorded with a digital processing oscilloscope. The data were processed and the equation of motion solved numerically by the mini-computer attached to the oscilloscope. Results were obtained and plotted in the form of dynamic stress-strain curves. Longitudinal properties which are governed by the fibers do not vary much with strain rate with only a moderate (up to 20 percent) increase in modulus. Transverse modulus and strength increase sharply with strain rate reaching values up to three times the static values. The in-plane shear modulus and shear strength increase noticeably with strain rate by up to approximately 65 percent. In all cases ultimate strains do not vary significantly with strain rates.
Document ID
19920011596
Acquisition Source
Legacy CDMS
Document Type
Contractor Report (CR)
Authors
Daniel, I. M.
(IIT Research Inst. Chicago, IL, United States)
Date Acquired
September 6, 2013
Publication Date
December 1, 1991
Subject Category
Composite Materials
Report/Patent Number
NAS 1.26:189083
NASA-CR-189083
Report Number: NAS 1.26:189083
Report Number: NASA-CR-189083
Accession Number
92N20838
Funding Number(s)
PROJECT: RTOP 505-63-5B
CONTRACT_GRANT: NAS3-21016
Distribution Limits
Public
Copyright
Work of the US Gov. Public Use Permitted.
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