Impact damage resistance and residual property assessment of [0/+/-45/90]s SCS-6/Timetal 21S
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Impact damage resistance and residual property assessment of [0/+/-45/90]s SCS-6/Timetal 21S

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Published by National Aeronautics and Space Administration, Langley Research Center, National Technical Information Service, distributor in Hampton, Va, [Springfield, Va .
Written in English


Book details:

Edition Notes

StatementJennifer L. Miller, Marc A. Portanova, W. Steven Johnson.
SeriesNASA technical memorandum -- 110178.
ContributionsPortanova, M. A., Johnson, W. S., Langley Research Center.
The Physical Object
FormatMicroform
Pagination1 v.
ID Numbers
Open LibraryOL17791964M
OCLC/WorldCa34051841

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3 IMPACT DAMAGE RESISTANCE AND RESIDUAL PROPERTY ASSESSMENT OF [/+45/9]S_ SCS-6/TIMETAL 21S Jennifer L. Miller 1, Marc A. Prtanva 2 and W. Steven Jhnsn 3 Abstract: The impact damage resistance and residual mechanical prperties f [/+45/9]s SCS- 6/Tirnetal 21S cmpsites were evaluated. Bth quasi-static indentatin and drp-weight impact tests were. Get this from a library! Impact damage resistance and residual property assessment of [0/+//90] SCS-6/Timetal 21S. [Jennifer L Miller; M A Portanova; W S Johnson; Langley Research Center.].   Abstract: The impact damage resistance and residual mechanical properties of (0/ +/- 45/90)s SCS-6/Timetal 21S composites were evaluated. Both quasi-static indentation and drop-weight impact tests were used to investigate the impact behavior at two nominal energy levels ( and J) and determine the onset of internal : Jennifer L. Miller, Marc A. Portanova, W. Steven Johnson. Abstract. The impact damage resistance and residual mechanical properties of (0/ +/- 45/90)s SCS-6/Timetal 21S composites were evaluated. Both quasi-static indentation and drop-weight impact tests were used to investigate the impact behavior at two nominal energy levels ( and J) and determine the onset of internal damage.

Impact damage resistance and residual property assessment of (0/+//90)s SCS-6/Timetal 21S The impact damage resistance and residual mechanical properties of (0/ +/- 45/90)s SCS-6/Timetal 21S composites were evaluated. Both quasi-static indentation and drop-weight impact tests were used to investigate the impact behavior at two nominal energy levels ( and J) and determine the onset . Impact damage resistance and residual property assessment of (0/+//90)s SCS-6/Timetal 21S. Article. Both quasi-static indentation and drop-weight impact tests were used to investigate the. Impact damage resistance and residual property assessment of (0/+//90)s SCS-6/Timetal 21S The impact damage resistance and residual mechanical properties of (0/ +/- 45/90)s SCS-6/Timetal.   J 2 stress fields (J 2 = 3 2 S ij S ij, where S ij are the deviatoric stress components) in nominally 22% SCS-6/TIMETAL 21S at 23°C (see Fig. 16) at % global strain and % global strain as predicted by MAC/GMC with (a) no fiber failure or degradation, (b) .

5. 1 6 A U TO - T R A N S F O R M E R S The auto-transformer is characterised by a single continuous winding, part of which is shared by both the high and low voltage circuits, as shown in Figure.   Fig. 1 shows the typical °C tensile response of the SCS-6 fiber, the TIMETAL 21S 1 matrix, and SCS-6/TIMETAL 21S composites in the longitudinal and transverse directions. Evident in the composite transverse response is the characteristic three-stage stress–strain behavior identified by Majumdar and Newaz ().Stage I is characterized by the linear elastic behavior of both phases . Bhaskar Baswala Genial Idiot, The by BANGS, John Kendrick [email protected] It's the Journey Mohamed Abdi Jama Chasing Light w/Isa Agape Daniel Garcia Featured software All software latest This Just In Old School Emulation MS-DOS Games Historical Software Classic PC Games Software Library. (a) Residual current V ce C B A (b) Residual voltage V be V ae A V I a I b I c Figure Measurement of residual quantities System Ratio The system 1 0 Z Z ratio is defined as the ratio of zero sequence and positive sequence impedances viewed from the fault; it is a variable ratio, dependent upon the method of earthing, fault position.