Spelling suggestions: "subject:"fiberreinforced plastics"" "subject:"fibrereinforced plastics""
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FRP bond behaviour during intermediate concrete cover separation in flexurally strengthened RC beamsTaher Khorramabadi, Seyed Mehdi January 2010 (has links)
No description available.
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Heat transfer in composite prepreg tapesWang, Xuhui January 1987 (has links)
No description available.
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Effects of damage and viscoelasticity on the constitutive behavior of fiber reinforced compositesKumar, Rajesh S. 05 1900 (has links)
No description available.
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Flexural strengthening of timber members with mechanically fastened fiber reinforced polymer stripsDempsey, Dwight David 12 1900 (has links)
No description available.
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Acceptance criteria for fiber-reinforced polymeric bridge deck panelsEngindeniz, Murat 05 1900 (has links)
No description available.
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Experimental characterization of the mechanical and structural properties of fiber reinforced polymeric bridge deck componentsAcosta Costa, Felipe Jesús 12 1900 (has links)
No description available.
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Dynamic mechanical properties of fibre reinforced plasticsSaka, Kolawole January 1987 (has links)
A small gas gun, capable of accelerating a projectile 1m long by 25.4mm diameter to about 50 m/s, and an extended split Hopklnson bar apparatus have been designed and constructed for the tensile impact testing of fibre reinforced composite specimens at strain rates of the order of 1000/s. Elastic strain measurements derived from the Hopkinson bar analysis are checked, using strain gauges attached directly to the specimen and the validity of the elastic moduli determined under tensile impact is confirmed. Epoxy specimens reinforced with plain-weave fabrics of either carbon or glass or with several hybrid combinations of the two in various lay-ups, giving five different weight fractions of reinforcement from all-carbon to all-glass, have been tested in tension at three strain rates, nominally, ~10<sup>-3</sup>/s, ~10/s and ~10<sup>3</sup>/s. The effect of both hybrid composition (volume fraction of carbon reinforced plies) and applied strain rate on the tensile modulus, the tensile strength and the strain to fracture is determined and a limited hybrid effect is observed in specimens with a carbon volume fraction in the approximate range 0.6 to 0.7 where, at all three strain rates there is an enhancement of the failure strain over that for the all-carbon plies and an increased failure strength, most marked in the impact tests, over that predicted by the rule of mixtures. The fracture surfaces of specimens are examined by optical and scanning electron microscopy and the failure process in the hybrid composites is related to that found in the all-carbon and the all-glass specimens. The classical laminated plate theory and the Tsai-Wu strength criterion are used to predict the stiffness and strength of the hybrid composites from the elastic and strength properties of the constituent plies. Analytical predictions are in good agreement with experimental measurements.
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Failure of transparent polymer composite laminated glass panels under impact loadingKalluri, Ravi Shankar. January 2007 (has links)
Thesis (M.S.)--University of Missouri-Columbia, 2007. / The entire dissertation/thesis text is included in the research.pdf file; the official abstract appears in the short.pdf file (which also appears in the research.pdf); a non-technical general description, or public abstract, appears in the public.pdf file. Title from title screen of research.pdf file (viewed on March 27, 2008) Includes bibliographical references.
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A method of strengthening monitored deficient bridgesDecker, Brandon Richard. January 2007 (has links) (PDF)
Thesis (M.S. in Civil Engineering)--Kansas State University, 2007. / Includes bibliographical references (p. 104-106). Also available online.
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Characterization and dynamic analysis of damping effects in composite materials for high-speed flywheel applicationsMoreira, Alfonso, January 2007 (has links) (PDF)
Thesis (Ph.D.)--Auburn University, 2007. / Abstract. Vita. Includes bibliographic references (ℓ. 92-97)
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