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Optimum three-dimensional reinforcement of a beam for stability and vibration resistance. 2. Optimization of the reinforcement structure

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Mechanics of Composite Materials Aims and scope

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  1. R. B. Rikards, “Optimum three-dimensional reinforcement of a beam for stability and vibration 1. Finite elements of a Timoshenko beam,” Mekh. Kompozitn. Mater., No. 4, 676–684 (1980).

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  2. A. F. Kreger and G. A. Teters, “Structural optimization of three-dimensionally reinforced composites in stability problems,” Mekh. Kompozitn. Mater., No. 179–85 (1979).

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  3. A. F. Kreger and Yu. G. Melbardis, “Determining the deformability of three-dimensionally reinforced composites by the method of stiffness averaging,” Mekh. Polim., No. 1, 3–8 (1978).

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  4. R. B. Rikards and A. K. Chate, “Elastic properties of a composite with anisotropic fibers,” Mekh. Kompozitn. Mater., No. 1, 22–29 (1980).

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For communication 1, see [ 1 ].

Translated from Mekhanika Kompozitnykh Materialov, No. 6, pp. 1041–1046, November–December, 1980.

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Rikards, R.B. Optimum three-dimensional reinforcement of a beam for stability and vibration resistance. 2. Optimization of the reinforcement structure. Mech Compos Mater 16, 694–698 (1981). https://doi.org/10.1007/BF00606259

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  • DOI: https://doi.org/10.1007/BF00606259

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