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Finite Element Analysis for Vibration of Larninated Plate Using a Consistent Discrete Theory Part II : Finite Element Formulation and Implementations

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์ตœ์ดˆ๋“ฑ๋ก์ผ 2023.04.05 ์ตœ์ข…์ ฟ’์ž‘์ผ 1994.12
9P ๋ฏธ๋้ฉ๋ณด๊ธฐ
Finite Element Analysis for Vibration of Larninated Plate
Using a Consistent Discrete Theory
Part II : Finite Element Formulation and Implementations
  • * ๋ณธ ๋ฌธ์„œ๋Š” ๋ฐฐํฌ์šฉ์œผ๋กœ ๋ณต์‚ฌ ๋ฐ ํŽธ์ง‘์ด ๋ถˆ๊ฐ€ํ•ฉ๋‹ˆ๋‹ค.

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    ์•ž์˜ ๋…ผ๋ๅฉ Part 1 ์—์„œ ์œ ๋„ํ•œ ๋ณ€๋ถ„์›๋ฆฌ๋ฅผ ์ด์šฉํ•˜์—ฌ ๋ณตํ•ฉ์žฌ๋ฃŒ์ ์ถฉํŒ์˜ ์ง„๋™ํ•ด์„์„ ํ•  ์ˆ˜ ์žˆ๋Š” ์œ ํ•œ์š”์†Œํ•ด
    ์„ ๋ชจ๋ธ์„ ๊ฐœ๋ฐœํ•˜์˜€๋‹ค. ์ด ๋ชจ๋ธ์—์„œ๋Š” ์–ด๋А ํ•œ ์ถฉ์˜ ๋ฉด๋‚ด ๋ณ€์œ„์™ฟ’ ๋‚˜๋จธ์ง€์ธต ๋‹จ์—ฐ์˜ ํšŒ์ „๊ฐ๏ผŒ ๊ทธ๋ฆฌ๊ณ  ํŒ ์ „์ฒด์˜
    ์—ฐ์ง๋ฐฉํ–ฅ์ฒ˜์ง์„ ์ ˆ์ ๋ณ€์ˆ˜๋กœ ์ทจํ•˜๊ฒŒ ๋˜์–ด n๊ฐœ์ธต์œผ๋กœ๋œ ์ ์ถฉํŒ์˜ ๊ฒฝ์šฐ 2(n+ 1) +1 ์˜ ์ ˆ์  ์ž์œ ๋„๋ฅผ ๊ฐ–๋Š”๋‹ค. ๋”ฐ
    ๋ผ์„œ๏ผŒ ํŒ์˜ ์ฃผ๋ณ€์—์„œ๋Š” ํ•œ์ธต์˜ ๋ฉด๋‚ด๋ณ€์œ„์™ฟ’ ๊ฐ์ถฉ๋‹จ์—ฐ์˜ ํšŒ์ „๊ฐ์„๏ผŒ ํŒ์˜ ๋ฉด๋‚ด์—์„œ๋Š” ์—ฐ์ง๋ฐฉํ–ฅ ์ฒ˜์ง์„ ๊ฒฝ๊ณ„์กฐ๊ฑด
    ๊ฐ’์œผ๋กœ ์ •์˜ํ•  ์ˆ˜ ์žˆ๋‹ค. ์ด ๋ชจ๋ธ์— ์˜ํ•ด ๊ฐœ๋ฐœํ•œ ํ”„๋กœ๊ทธ๋žจ์„ ์ด์šฉํ•˜์—ฌ ๊ฐ์ธต์˜ ์žฌ๋ฃŒํŠน์„ฑ์ด ํฌ๊ฒŒ ๋‹คํ™˜ ํ˜ผ์ข…ํ˜• ๋ณต
    ํ•ฉ์žฌ๋ฃŒ์ ์ถฉํŒ (hybrid laminate) ์˜ ๊ณ ์œ ์ง„๋™๋ฌธ์ œ๋ฅผ ํ•ด์„ํ•˜์˜€๋‹ค. ํƒ„์„ฑ์ด๋ก ํ•ด ๋น› ๋‹ค๋ฅธ ์œ ํ•œ์š”์†Œํ•ด์„๊ฒฐ๊ณผ์™ฟ’ ๋ณธ
    ํ•ด์„๊ฒฐ๊ณผ์™ฟ’์˜ ๋น„๊ต๋ฅผ ํ†ตํ•ด ์ œ์‹œ๋ชจ๋ธ์ด ๊ธฐ์กด์˜ ๋‹ค๋ฅธ ์œ ํ•œ์š”์†Œ๋ชจ๋ธ๋ณด๋‹ค ์ •ํ™•ํ•จ์˜ฌ ์˜ˆ์‹œํ•˜์˜€๋‹ค.

    ์˜์–ด์ดˆ๋ก

    Based on a variational principle of the consistent shear deformable discrete laminate theory derived
    in the companion paper Part 1 , a finite element procedure for the vibration analysis of laminated com
    posite plates is presented. The present formulation takes the in-plane displacements of an arbitrary
    layer, the rotations of the cross section of each layer and tranverse displacement of the plate as the
    state variables at a nodal point of finite element, resulting in total nodal degree of freedom of 2(n+1)
    +1 for the n-layered laminate. Thus, it allows to specify displacement boundary conditions of layer
    stretching and / or rotation of layer cross sections around the plate edge and / or lateral displacement.
    The developed procedure is applied to the free vibration problem for sandwitch-type hybrid laminates
    composed of layers with drastically different rnaterial properties whose elasticity solutions are known.
    Comparison of analysis results with other FEM solutions showed that the present formulation yields
    better accuracy.

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