development of lightweight composite sub-frame in

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Vol. 32, No. 1, 21-28 (2019) DOI: http://dx.doi.org/10.7234/composres.2019.32.1.021 ISSN 2288-2103(Print), ISSN 2288-2111(Online) Paper ๊ตฌ์กฐ ๋ฐ NVH ์„ฑ๋Šฅ์„ ๊ณ ๋ คํ•œ ๋ณตํ•ฉ์žฌ๋ฃŒ ์„œ๋ธŒํ”„๋ ˆ์ž„ ๊ฐœ๋ฐœ ํ•œ๋‘ํ—Œ* ยท ํ•˜์„ฑ๊ทœ* โ€  Development of Lightweight Composite Sub-frame in Automotive Chassis Parts Considering Structure & NVH Performance Doo-Heun Han*, Sung Ha* โ€  ABSTRACT: Recently, according to environmental regulations, the automobile industry has been conducting various research on the use of composite materials to increase fuel efficiency. However, there has not been much research on lightweight chassis components. Therefore, in this research, the purpose of this study is to apply composite materials to the sub-frame of chassis components to achieve equivalent levels of stiffness, strength, NVH performance and 50% lightweight compared to the steel sub-frame. First, the Natural frequency of steel and composite specimens was compared to the damping characteristics of composite materials. Then, in this study, the Lay-up Sequence was derived to maximize the stiffness and strength of the sub-frame by applying composite materials. And this lay-up Sequence is proposed to avoid heat shrinkage due to curing during manufacturing. This process was designed based on a FEM structural analysis, and a Natural frequency and frequency response function graph was confirmed based on a modal analysis. The prototype type composite sub-frame was manufactured based on the design and the F.E.M analysis was verified through a modal experiment. Furthermore, it was fitted to the actual vehicle to verify the natural frequency and the indoor noise vibration response, including idling and road noise. This result was confirmed to be equivalent to the steel sub-frame. Finally, the composite sub-frame weight was confirmed to be about 50% of the steel sub-frame. ์ดˆ ๋ก: ์ตœ๊ทผ ํ™˜๊ฒฝ ๊ทœ์ œ์— ์˜ํ•˜์—ฌ ์ž๋™์ฐจ ์—…๊ณ„๋Š” ์ฐจ๋Ÿ‰์˜ ์—ฐ๋น„๋ฅผ ๋†’์ด๊ธฐ ์œ„ํ•ด์„œ ๋ณตํ•ฉ์†Œ์žฌ๋ฅผ ํ™œ์šฉํ•œ ๊ฒฝ๋Ÿ‰ํ™” ์—ฐ๊ตฌ๊ฐ€ ๋‹ค์–‘ํ•˜๊ฒŒ ์ง„ํ–‰๋˜๊ณ  ์žˆ๋‹ค. ํ•˜์ง€๋งŒ ์ƒค์‹œ๊ณ„ ๋ถ€ํ’ˆ๋“ค์€ ๋ณตํ•ฉ์†Œ์žฌ๋ฅผ ํ™œ์šฉํ•œ ๊ฒฝ๋Ÿ‰ํ™” ์—ฐ๊ตฌ๊ฐ€ ๋ฏธ์ง„ํ•˜๋‹ค. ๋”ฐ๋ผ์„œ ๋ณธ ์—ฐ๊ตฌ์— ์„œ๋Š” ์ƒค์‹œ๊ณ„ ๋ถ€ํ’ˆ ์ค‘ ์„œ๋ธŒํ”„๋ ˆ์ž„์— ๋ณตํ•ฉ์žฌ๋ฃŒ๋ฅผ ํ™œ์šฉํ•˜์—ฌ ์Šคํ‹ธ ๋™๋“ฑ ์ˆ˜์ค€์˜ ๊ฐ•์„ฑ, ๊ฐ•๋„ ๊ทธ๋ฆฌ๊ณ  NVH ์„ฑ๋Šฅ๊ณผ, 50% ์˜ ๊ฒฝ๋Ÿ‰ํ™”๋ฅผ ์ด๋Œ์–ด ๋‚ด๋Š” ๊ฒƒ์ด ๋ชฉํ‘œ๋‹ค. ์šฐ์„ , ๋ณตํ•ฉ์žฌ๋ฃŒ์˜ Damping ํŠน์„ฑ์„ ํ™•์ธํ•˜๊ธฐ ์œ„ํ•˜์—ฌ, ์Šคํ‹ธ๊ณผ ๋ณตํ•ฉ์žฌ๋ฃŒ ์‹œ ํŽธ์„ ํ™œ์šฉํ•˜์—ฌ ๊ณ ์œ  ์ง„๋™์ˆ˜๋ฅผ 1 ์ฐจ ๋น„๊ตํ•˜์˜€๋‹ค. ๋ณธ๊ฒฉ์ ์œผ๋กœ ์„œ๋ธŒํ”„๋ ˆ์ž„ ๊ฐœ๋ฐœ์— ๋“ค์–ด๊ฐ€ ๊ฐ•์„ฑ, ๊ฐ•๋„๋ฅผ ๊ทน๋Œ€ํ™” ํ•  ์ˆ˜ ์žˆ๋Š” Lay-up Sequence ๋ฅผ ์ œ์‹œํ•˜์˜€๊ณ , ์ œ์ž‘๊ณผ์ • ์ค‘ ๊ฒฝํ™”์— ์˜ํ•œ ์—ด ์ˆ˜์ถ•์„ ํ”ผํ•  ์ˆ˜ ์žˆ๋Š” Lay-up Sequence ๋ฅผ ์ œ์‹œํ•˜ ์˜€๋‹ค. ์ด ๊ณผ์ •์€ ๊ตฌ์กฐํ•ด์„์„ ๋ฐ”ํƒ•์œผ๋กœ ์„ค๊ณ„๋ฅผ ํ•˜์˜€๊ณ , Modal ํ•ด์„์„ ๋ฐ”ํƒ•์œผ๋กœ ๊ณ ์œ  ์ง„๋™์ˆ˜์™€ ์ฃผํŒŒ์ˆ˜ ์‘๋‹ต ๊ทธ๋ž˜ํ”„ ๋ฅผ ํ™•์ธํ•˜์˜€๋‹ค. ์„ค๊ณ„ ์•ˆ์„ ๋ฐ”ํƒ•์œผ๋กœ ํ”„๋กœํ†  ํƒ€์ž… ์„œ๋ธŒํ”„๋ ˆ์ž„์„ ์ œ์ž‘ํ•˜์˜€๊ณ  ๋‹จํ’ˆ ๋ชจ๋‹ฌ ์‹คํ—˜์„ ํ†ตํ•˜์—ฌ ๊ตฌ์กฐํ•ด์„ ์„ค ๊ณ„ ์•ˆ์„ ๊ฒ€์ฆํ•˜์˜€๋‹ค. ๋‚˜์•„๊ฐ€์„œ ์‹ค์ฐจ์— ์žฅ์ฐฉํ•˜์—ฌ ๊ณต์ง„์  ํ™•์ธ ๋ฐ ์•„์ด๋“ค๋ง, ๋กœ๋“œ ๋…ธ์ด์ฆˆ ํฌํ•จํ•˜์—ฌ ์‹ค๋‚ด ์†Œ์Œ ์ง„๋™ ์‘๋‹ต ๋น„๊ต๋ฅผ ํ•˜์˜€๊ณ , ๊ธฐ์กด ์Šคํ‹ธ ์„œ๋ธŒํ”„๋ ˆ์ž„๊ณผ ๋™๋“ฑํ•œ ์ˆ˜์ค€์˜ ์„ฑ๋Šฅ์ž„์„ ํ™•์ธํ•˜์˜€๋‹ค. ์ตœ์ข…์ ์œผ๋กœ ๊ฒฝ๋Ÿ‰ํ™”๋Š” ๊ธฐ์กด ๋ถ€ ํ’ˆ ๋Œ€๋น„ ์•ฝ 50% ๋ฌด๊ฒŒ ๊ฒฝ๋Ÿ‰ํ™” ํšจ๊ณผ๋ฅผ ํ™•์ธํ•˜์˜€๋‹ค. Key Words: ๋ณตํ•ฉ์žฌ๋ฃŒ(Composite materials), ์ƒค์‹œ๋ถ€ํ’ˆ(Chassis Part), ์„œ๋ธŒํ”„๋ ˆ์ž„(Sub-frame), NVH(Noise Vibration Harshness) Received 14 December 2018, received in revised form 16 February 2019, accepted 20 February 2019 * * Department of Mechanical Engineering, Hanyang University Department of Mechanical Engineering, Hanyang University, Corresponding author (E-mail: [email protected])

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Page 1: Development of Lightweight Composite Sub-frame in

Vol. 32, No. 1, 21-28 (2019)DOI: http://dx.doi.org/10.7234/composres.2019.32.1.021ISSN 2288-2103(Print), ISSN 2288-2111(Online)

Paper

๊ตฌ์กฐ ๋ฐ NVH ์„ฑ๋Šฅ์„ ๊ณ ๋ คํ•œ ๋ณตํ•ฉ์žฌ๋ฃŒ ์„œ๋ธŒํ”„๋ ˆ์ž„ ๊ฐœ๋ฐœ

ํ•œ๋‘ํ—Œ* ยท ํ•˜์„ฑ๊ทœ*โ€ 

Development of Lightweight Composite Sub-frame in Automotive Chassis Parts Considering Structure & NVH Performance

Doo-Heun Han*, Sung Ha*โ€ 

ABSTRACT: Recently, according to environmental regulations, the automobile industry has been conducting variousresearch on the use of composite materials to increase fuel efficiency. However, there has not been much research onlightweight chassis components. Therefore, in this research, the purpose of this study is to apply composite materialsto the sub-frame of chassis components to achieve equivalent levels of stiffness, strength, NVH performance and 50%lightweight compared to the steel sub-frame. First, the Natural frequency of steel and composite specimens wascompared to the damping characteristics of composite materials. Then, in this study, the Lay-up Sequence was derivedto maximize the stiffness and strength of the sub-frame by applying composite materials. And this lay-up Sequence isproposed to avoid heat shrinkage due to curing during manufacturing. This process was designed based on a FEMstructural analysis, and a Natural frequency and frequency response function graph was confirmed based on a modalanalysis. The prototype type composite sub-frame was manufactured based on the design and the F.E.M analysis wasverified through a modal experiment. Furthermore, it was fitted to the actual vehicle to verify the natural frequencyand the indoor noise vibration response, including idling and road noise. This result was confirmed to be equivalentto the steel sub-frame. Finally, the composite sub-frame weight was confirmed to be about 50% of the steel sub-frame.

์ดˆ ๋ก: ์ตœ๊ทผ ํ™˜๊ฒฝ ๊ทœ์ œ์— ์˜ํ•˜์—ฌ ์ž๋™์ฐจ ์—…๊ณ„๋Š” ์ฐจ๋Ÿ‰์˜ ์—ฐ๋น„๋ฅผ ๋†’์ด๊ธฐ ์œ„ํ•ด์„œ ๋ณตํ•ฉ์†Œ์žฌ๋ฅผ ํ™œ์šฉํ•œ ๊ฒฝ๋Ÿ‰ํ™” ์—ฐ๊ตฌ๊ฐ€๋‹ค์–‘ํ•˜๊ฒŒ ์ง„ํ–‰๋˜๊ณ  ์žˆ๋‹ค. ํ•˜์ง€๋งŒ ์ƒค์‹œ๊ณ„ ๋ถ€ํ’ˆ๋“ค์€ ๋ณตํ•ฉ์†Œ์žฌ๋ฅผ ํ™œ์šฉํ•œ ๊ฒฝ๋Ÿ‰ํ™” ์—ฐ๊ตฌ๊ฐ€ ๋ฏธ์ง„ํ•˜๋‹ค. ๋”ฐ๋ผ์„œ ๋ณธ ์—ฐ๊ตฌ์—์„œ๋Š” ์ƒค์‹œ๊ณ„ ๋ถ€ํ’ˆ ์ค‘ ์„œ๋ธŒํ”„๋ ˆ์ž„์— ๋ณตํ•ฉ์žฌ๋ฃŒ๋ฅผ ํ™œ์šฉํ•˜์—ฌ ์Šคํ‹ธ ๋™๋“ฑ ์ˆ˜์ค€์˜ ๊ฐ•์„ฑ, ๊ฐ•๋„ ๊ทธ๋ฆฌ๊ณ  NVH ์„ฑ๋Šฅ๊ณผ, 50%์˜ ๊ฒฝ๋Ÿ‰ํ™”๋ฅผ ์ด๋Œ์–ด ๋‚ด๋Š” ๊ฒƒ์ด ๋ชฉํ‘œ๋‹ค. ์šฐ์„ , ๋ณตํ•ฉ์žฌ๋ฃŒ์˜ Damping ํŠน์„ฑ์„ ํ™•์ธํ•˜๊ธฐ ์œ„ํ•˜์—ฌ, ์Šคํ‹ธ๊ณผ ๋ณตํ•ฉ์žฌ๋ฃŒ ์‹œํŽธ์„ ํ™œ์šฉํ•˜์—ฌ ๊ณ ์œ  ์ง„๋™์ˆ˜๋ฅผ 1์ฐจ ๋น„๊ตํ•˜์˜€๋‹ค. ๋ณธ๊ฒฉ์ ์œผ๋กœ ์„œ๋ธŒํ”„๋ ˆ์ž„ ๊ฐœ๋ฐœ์— ๋“ค์–ด๊ฐ€ ๊ฐ•์„ฑ, ๊ฐ•๋„๋ฅผ ๊ทน๋Œ€ํ™” ํ•  ์ˆ˜์žˆ๋Š” Lay-up Sequence๋ฅผ ์ œ์‹œํ•˜์˜€๊ณ , ์ œ์ž‘๊ณผ์ • ์ค‘ ๊ฒฝํ™”์— ์˜ํ•œ ์—ด ์ˆ˜์ถ•์„ ํ”ผํ•  ์ˆ˜ ์žˆ๋Š” Lay-up Sequence๋ฅผ ์ œ์‹œํ•˜์˜€๋‹ค. ์ด ๊ณผ์ •์€ ๊ตฌ์กฐํ•ด์„์„ ๋ฐ”ํƒ•์œผ๋กœ ์„ค๊ณ„๋ฅผ ํ•˜์˜€๊ณ , Modal ํ•ด์„์„ ๋ฐ”ํƒ•์œผ๋กœ ๊ณ ์œ  ์ง„๋™์ˆ˜์™€ ์ฃผํŒŒ์ˆ˜ ์‘๋‹ต ๊ทธ๋ž˜ํ”„๋ฅผ ํ™•์ธํ•˜์˜€๋‹ค. ์„ค๊ณ„ ์•ˆ์„ ๋ฐ”ํƒ•์œผ๋กœ ํ”„๋กœํ†  ํƒ€์ž… ์„œ๋ธŒํ”„๋ ˆ์ž„์„ ์ œ์ž‘ํ•˜์˜€๊ณ  ๋‹จํ’ˆ ๋ชจ๋‹ฌ ์‹คํ—˜์„ ํ†ตํ•˜์—ฌ ๊ตฌ์กฐํ•ด์„ ์„ค๊ณ„ ์•ˆ์„ ๊ฒ€์ฆํ•˜์˜€๋‹ค. ๋‚˜์•„๊ฐ€์„œ ์‹ค์ฐจ์— ์žฅ์ฐฉํ•˜์—ฌ ๊ณต์ง„์  ํ™•์ธ ๋ฐ ์•„์ด๋“ค๋ง, ๋กœ๋“œ ๋…ธ์ด์ฆˆ ํฌํ•จํ•˜์—ฌ ์‹ค๋‚ด ์†Œ์Œ ์ง„๋™์‘๋‹ต ๋น„๊ต๋ฅผ ํ•˜์˜€๊ณ , ๊ธฐ์กด ์Šคํ‹ธ ์„œ๋ธŒํ”„๋ ˆ์ž„๊ณผ ๋™๋“ฑํ•œ ์ˆ˜์ค€์˜ ์„ฑ๋Šฅ์ž„์„ ํ™•์ธํ•˜์˜€๋‹ค. ์ตœ์ข…์ ์œผ๋กœ ๊ฒฝ๋Ÿ‰ํ™”๋Š” ๊ธฐ์กด ๋ถ€ํ’ˆ ๋Œ€๋น„ ์•ฝ 50% ๋ฌด๊ฒŒ ๊ฒฝ๋Ÿ‰ํ™” ํšจ๊ณผ๋ฅผ ํ™•์ธํ•˜์˜€๋‹ค.

Key Words: ๋ณตํ•ฉ์žฌ๋ฃŒ(Composite materials), ์ƒค์‹œ๋ถ€ํ’ˆ(Chassis Part), ์„œ๋ธŒํ”„๋ ˆ์ž„(Sub-frame), NVH(Noise VibrationHarshness)

Received 14 December 2018, received in revised form 16 February 2019, accepted 20 February 2019

*

*โ€ 

Department of Mechanical Engineering, Hanyang UniversityDepartment of Mechanical Engineering, Hanyang University, Corresponding author (E-mail: [email protected])

Page 2: Development of Lightweight Composite Sub-frame in

22 Doo-Heun Han, Sung Ha

1. ์„œ ๋ก 

์„ธ๊ณ„์ ์œผ๋กœ ์ง€๊ตฌ ์˜จ๋‚œํ™”์™€ ๋Œ€๊ธฐ ์˜ค์—ผ์— ์ธํ•˜์—ฌ ํŠนํžˆ ์ž๋™์ฐจ์— ๋Œ€ํ•œ ์—ฐ๋น„ ๋ฐ ํ™˜๊ฒฝ ๊ทœ์ •์„ ๊ฐ•ํ™”์‹œํ‚ค๊ณ  ์žˆ๋‹ค. ์ž๋™์ฐจ์˜ ๋ฐฐ๊ธฐ๊ฐ€์Šค ๋ฐฐ์ถœ ๊ฐ์†Œ์™€ ์—ฐ๋น„ ํ–ฅ์ƒ์„ ํ•˜๊ธฐ ์œ„ํ•ด์„œ ์ž๋™์ฐจํšŒ์‚ฌ๋“ค์€ ์นœํ™˜๊ฒฝ ์ฐจ์— ๋Œ€ํ•œ ์—ฐ๊ตฌ์™€ ๋™์‹œ์— ๊ธฐ์กด ์ž๋™์ฐจ ์†Œ์žฌ๋ณด๋‹ค ๊ฐ€๋ฒผ์šด ๊ฒฝ๋Ÿ‰ ์†Œ์žฌ๋ฅผ ์‚ฌ์šฉํ•˜์—ฌ, ์ž๋™์ฐจ ์ฐจ์ฒด๋ฅผ ๊ฒฝ๋Ÿ‰ํ™” ์‹œ์ผœ ๋ฐฐ๊ธฐ๊ฐ€์Šค ๋ฐฐ์ถœ์„ ๊ฐ์†Œํ•˜๋ฉฐ, ์—ฐ๋น„๋ฅผ ํ–ฅ์ƒ ์‹œํ‚ค๋ ค ๋…ธ๋ ฅํ•˜๊ณ ์žˆ๋‹ค[1]. ๊ทธ ๊ฒฐ๊ณผ ๋ณตํ•ฉ์žฌ๋ฃŒ๋ฅผ ์‚ฌ์šฉํ•œ ์ž๋™์ฐจ ๋ถ€ํ’ˆ๋“ค์€ ๊ฒฝ๋Ÿ‰ํ™”๋ฅผ์ด๋ฃจ๋Š” ๋™์‹œ์— ๊ธฐ๊ณ„์  ์„ฑ๋Šฅ์„ ๋ณด์ „ํ•  ์ˆ˜ ์žˆ์—ˆ๋‹ค. ์ž๋™์ฐจ ๋ถ„์•ผ์— ํƒ„์†Œ์„ฌ์œ  ๊ฐ•ํ™” ํ”Œ๋ผ์Šคํ‹ฑ์— ๋Œ€ํ•œ ์—ฌ๋Ÿฌ ์—ฐ๊ตฌ๋“ค์ด ์ง„ํ–‰๋˜๊ณ  ์žˆ๋‹ค. ๋ฐฑ๋ฏธ๋Ÿฌ, ์Šคํฌ์ผ๋Ÿฌ, ๋ฒ”ํผ์™€ ๊ฐ™์€ ์™ธ์žฅ๋ถ€ํ’ˆ๋ฟ๋งŒ ์•„๋‹ˆ๋ผ ๊ฐ•์„ฑ ๋ถ€ํ’ˆ์ธ Roof, A-pillar, B-pillar, Bumper Beam ๋“ฑํ˜•์ƒ์ด ๊ฐ„๋‹จํ•œ ๋ถ€ํ’ˆ์—๋งŒ ์ ์šฉ๋˜๊ณ  ์žˆ์œผ๋ฉฐ, ์นœํ™˜๊ฒฝ ์ž๋™์ฐจ์˜ ์ˆ˜์†Œ ์—ฐ๋ฃŒํƒฑํฌ, ์ „๊ธฐ์ž๋™์ฐจ์˜ ๋ฐฐํ„ฐ๋ฆฌ ํŒฉ์—๋„ ์ ์šฉ ๋˜๊ณ ์žˆ๋‹ค[2,3].ํ•˜์ง€๋งŒ ์ž๋™์ฐจ์˜ ์ƒค์‹œ ๋ถ€ํ’ˆ์˜ ๊ฒฝ์šฐ ํ˜•์ƒ์ด ๋ณต์žกํ•˜์—ฌ์„œ,๋ณตํ•ฉ์žฌ๋ฃŒ๋ฅผ ์ ์šฉํ•˜๋Š” ๊ฒƒ์€ ๋ฏธ์ง„ํ•œ ์ˆ˜์ค€์ด๋‹ค. ๋”ฐ๋ผ์„œ ๋ณธ ์—ฐ๊ตฌ์—์„œ๋Š” ์ƒค์‹œ ๋ถ€ํ’ˆ ์ค‘ ์„œ๋ธŒํ”„๋ ˆ์ž„์— ๋Œ€ํ•ด์„œ ์—ฐ๊ตฌ๋ฅผ ์ง„ํ–‰ํ–ˆ๋‹ค. ์„œ๋ธŒํ”„๋ ˆ์ž„์€ ์—”์ง„ ยท๋ณ€์†๊ธฐ, ๋ฉ”์ธ ํ”„๋ ˆ์ž„, ๋กœ์–ด์•”๊ณผ ์—ฐ๊ฒฐ๋œ๋‹ค. ๋”ฐ๋ผ์„œ, ์ถฉ๋Œ ํ…Œ์ŠคํŠธ์—์„œ ์ฐจ๋Ÿ‰์˜ ์—”์ง„๋ฃธ๊ณผ ๋ฉ”์ธ ํ”„๋ ˆ์ž„์„ 1์ฐจ์ ์œผ๋กœ ๋ณดํ˜ธํ•˜๋Š” ์ค‘์š”ํ•œ ์—ญํ• ์„ ํ•˜๋ฉฐ, ๋…ธ๋ฉด์œผ๋กœ๋ถ€ํ„ฐ ๊ทธ๋ฆฌ๊ณ  ์—”์ง„ ๋งˆ์šดํŠธ, ์ฐจ๋Ÿ‰ ํ”„๋ ˆ์ž„์œผ๋กœ ๊ฐ์ข… ํ•˜์ค‘, ์ง„๋™, ์†Œ์Œ์„ ๋ฐ›๋Š”๋‹ค. ๋”ฐ๋ผ์„œ ๊ตฌ์กฐ์ ์œผ๋กœ ํŠผํŠผํ•ด์•ผ ํ•˜๋ฉฐ ๊ทธ๋ฆฌ๊ณ  ์†Œ์Œ ์— ๋ฏผ๊ฐํ•œ ๋ถ€ํ’ˆ์ด๋‹ค[4].

Fig. 1๋Š” ์Šคํ‹ธ ์„œ๋ธŒํ”„๋ ˆ์ž„์˜ ํ˜•์ƒ๊ณผ ๋ถ€ํ’ˆ๋ฆฌ์ŠคํŠธ๋ฅผ ๋ณด์—ฌ์ค€๋‹ค ์Šคํ‹ธ ์„œ๋ธŒํ”„๋ ˆ์ž„์˜ ๋ฌด๊ฒŒ๋Š” ์ด 15.6 kg์ด๋ฉฐ, ๋ณธ ์—ฐ๊ตฌ์—์„œ๋Š” CFRP(๋ณตํ•ฉ์žฌ๋ฃŒ)๋ฅผ ํ™œ์šฉํ•˜์—ฌ 40% ์ด์ƒ์˜ ๊ฒฝ๋Ÿ‰ํ™” ์Šคํ‹ธ ๋™๋“ฑ ์ˆ˜์ค€์˜ ๊ฐ•์„ฑ ํ™•๋ณด, NVH ํŠน์„ฑ ํŒŒ์•…ํ•˜๋Š” ๊ฒƒ์ด ์ฃผ ๋ชฉ์ ์ด๋‹ค.

2. ์ด ๋ก 

2.1 Tsai-Wu ํŒŒ์† ์ด๋ก 

๋ณตํ•ฉ์žฌ๋ฃŒ์˜ ํŒŒ์†์„ ์˜ˆ์ธกํ•˜๊ธฐ ์œ„ํ•œ ์ด๋ก ์€ ์ตœ๋Œ€์‘๋ ฅ ์ด๋ก , Hashin, Tasi-Wu ์ด๋ก  ๋“ฑ ๋‹ค์–‘ํ•œ ์ด๋ก ๋“ค์ด ์—ฐ๊ตฌ๋˜๊ณ  ์žˆ๋‹ค. ์ด์ค‘์—์„œ Tsai-Wu ์ด๋ก ์€ ๊ฐ€์žฅ ๋ฒ”์šฉ์ ์œผ๋กœ ์‚ฌ์šฉ๋˜๋Š” ์ด๋ก ์ด๋‹ค. ํ”Œ๋ผ์ด์˜ ์„ฌ์œ ๋ฐฉํ–ฅ ์‘๋ ฅ๊ณผ ํž ๋ฐฉํ–ฅ ์‘๋ ฅ, ์ „๋‹จ ์‘๋ ฅ์˜ ์ƒํ˜ธ ๊ฐ„์„ญ์— ์˜ํ•œ ์˜ํ–ฅ์„ ๋™์‹œ์— ๊ณ ๋ คํ•  ์ˆ˜ ์žˆ๋Š” ํŒŒ์† ๊ธฐ์ค€์ด๋‹ค. Tsai์™€ Wu๋Š” ์‘๋ ฅ์žฅ ๋‚ด์—์„œ ํŒŒ์†๋ฉด์ด ์‹ (1)์™€ ๊ฐ™์€ ํ˜•ํƒœ๋กœ ๊ฐ€์ •ํ•˜์˜€๊ณ , ์ด๋ฅผ ํ‰๋ฉด์‘๋ ฅ๊ณผ ์ง๊ต ์ด๋ฐฉ์„ฑ ์žฌ๋ฃŒ๋กœ ๊ฐ€์ •ํ•˜๋ฉด์„œ ์‹ (2)์˜ ํ˜•ํƒœ๋กœ Tsai-Wu ํŒŒ์†์‹์„ ๋‚˜ํƒ€๋‚ผ ์ˆ˜ ์žˆ๋‹ค.

(1)

(2)

, , (3)

, (4)

(5)

์ด๋•Œ, F12๋Š” ์˜ ์‘๋ ฅ ์ƒํƒœ๋ฅผ ๋ฐ›๋Š” biaxial test์— ์˜ํ•ด ๋‹ค์Œ ์‹์„ ํ†ตํ•˜์—ฌ ๊ตฌํ•  ์ˆ˜ ์žˆ๋‹ค. ๊ทธ๋ฆฌ๊ณ  ์‘๋ ฅ ๊ฐ’๋“ค์„ ๋Œ€์ž…ํ•˜์—ฌ ๊ณ„์‚ฐํ•˜๋ฉด ์‹ (1)์—์„œ ์ขŒ๋ณ€์˜ ๊ฐ’์ด 1๋ณด๋‹ค ์ปค์งˆ๋•Œ ํŒŒ์†์ด ๋ฐœ์ƒํ•œ๋‹ค๊ณ  ํŒ๋‹จํ•œ๋‹ค[5].

2.2 Natural Frequency

๊ณ ์œ ์ง„๋™์ˆ˜๋ž€ ์–ด๋–ค ๋ฌผ์ฒด๊ฐ€ ๊ฐ€์ง€๊ณ  ์žˆ๋Š” ํŠน์œ ์˜ ์ง„๋™์ˆ˜์ด๋‹ค. ์™ธ๋ถ€์—์„œ ๊ฐ€ํ•ด์ง„ ์ง„๋™์ด ๋ฌผ์ฒด์˜ ๊ณ ์œ  ์ง„๋™์ˆ˜์™€ ์ผ์น˜ํ•  ๋•Œ ๊ณต์ง„์ด ๋ฐœ์ƒํ•œ๋‹ค. ๊ณต์ง„์ด ๋ฐœ์ƒํ•˜๊ฒŒ ๋˜๋ฉด, ์ง„๋™๊ณผ ์†Œ์Œ์ด ๊ธ‰๊ฒฉํ•˜๊ฒŒ ์ฆ๊ฐ€ํ•˜๊ณ  ๊ถ๊ทน์ ์œผ๋กœ ๊ตฌ์กฐ๋ฌผ์ด ํŒŒ๊ดด๋  ์ˆ˜ ์žˆ๋‹ค. ๊ณ ์œ ์ง„๋™์ˆ˜๋Š” ์ฃผํŒŒ์ˆ˜ ์‘๋‹ต ํ•จ์ˆ˜์—์„œ๋ถ€ํ„ฐ ๋„์ถœํ•  ์ˆ˜ ์žˆ๋‹ค. ์ฃผํŒŒ์ˆ˜ ์‘๋‹ต ํ•จ์ˆ˜๋Š” ๊ตฌ์กฐ๋ฌผ ๊ฐ€์ง„ ์‹œ, ์ด์— ์ƒ์‘ํ•˜๋Š” ์‘๋‹ต์˜ ์ „๋‹ฌํ•จ์ˆ˜๋กœ์„œ ์‹ (6)์™€ ๊ฐ™์ด ๋‚˜ํƒ€๋‚ผ ์ˆ˜ ์žˆ๋‹ค.

(6)

์—ฌ๊ธฐ์„œ ๋Š” ์ฃผํŒŒ์ˆ˜์‘๋‹ตํ•จ์ˆ˜, ๋Š” ๊ตฌ์กฐ๋ฌผ์˜ ์‘๋‹ต, ๋Š” ๊ฐ€์ง„ ํ•จ์ˆ˜๋ฅผ ๋‚˜ํƒ€๋‚ธ๋‹ค. ์ฃผํŒŒ์ˆ˜ ์‘๋‹ต ํ•จ์ˆ˜์˜ํ–‰๋ ฌ ๋Š” ์‹ (7)์™€ ๊ฐ™์ด ๋‚˜ํƒ€๋‚ธ๋‹ค.

(7)

์—ฌ๊ธฐ์„œ [K]๋Š” ๊ฐ•์„ฑ ํ–‰๋ ฌ, [M]์€ ์งˆ๋Ÿ‰ ํ–‰๋ ฌ์„ ๋‚˜ํƒ€๋‚ธ๋‹ค. ์ฃผํŒŒ์ˆ˜ ์‘๋‹ต ํ•จ์ˆ˜์˜ i, j ์š”์†Œ๋Š” ์‹ (8)์™€ ๊ฐ™์ด ๋‚˜ํƒ€๋‚ผ ์ˆ˜ ์žˆ๋‹ค.

Fiฯƒi Fijฯƒiฯƒj+ 1= i j, 1 2 โ€ฆ 6, , ,=( )

F11ฯƒ12 F22ฯƒ2

2 F66ฯƒ62 F1ฯƒ1 F2ฯƒ1 2F12ฯƒ1ฯƒ2 1โ‰ฅ+ + + + +

F111

XtXc----------= F22

1YtYc----------= F66

1Sst

2-----=

F11Xt-----

1Xc-----โ€“= F2

1Yt----

1Yc-----โ€“=

F121

2ฯƒ2-------- 1 1

Xt-----

1Xc-----

1Yt----

1Yc-----+ + +โŽ โŽ 

โŽ› โŽžฯƒโ€“1

XtXc----------

1YtYc----------+โŽ โŽ 

โŽ› โŽžฯƒ2+=

ฯƒ1 ฯƒ2 ฯƒ3= =

X w( ){ } H w( )[ ] F w( ){ }=

H w( )[ ] X w( ){ }

F w( ){ }

H w( )[ ]

H w( )[ ] K[ ] w2 M[ ]โ€“( )1โ€“ adj k[ ] w2 M[ ]โ€“( )

det k[ ] w2 M[ ]โ€“( )----------------------------------------= =

Fig. 1. Sub-frame Parts List

Page 3: Development of Lightweight Composite Sub-frame in

Development of Lightweight Composite Sub-frame in Automotive Chassis Parts Considering Structure & NVH Performance 23

์—ฌ๊ธฐ์„œ ๋Š” r๋ฒˆ์งธ ๊ณ ์œ ์น˜(eigenvalue) ์ด๋ฉฐ ๋Š” ๊ฐ๊ฐr๋ฒˆ์งธ ๋ชจ๋“œํ˜•์ƒ ๋ฒกํ„ฐ์˜ i, j ๋ฒˆ์งธ ์š”์†Œ์ด๋‹ค. ๊ณ ์œ ์ง„๋™์ˆ˜๋Š” ์‹(8)์˜ ๋ถ„๋ชจํ•ญ์ด 0์— ๊ฐ€๊นŒ์›Œ์งˆ ๋•Œ ์ฃผํŒŒ์ˆ˜ wr์ด ๋œ๋‹ค.

(8)

์ด๋Ÿฐ ๊ณ ์œ ์ง„๋™์ˆ˜๋ฅผ ์ธก์ •ํ•˜๋Š” ๋ฐฉ๋ฒ•์€ ์ผ๋ฐ˜์ ์œผ๋กœ ๋ชจ๋‹ฌ์‹คํ—˜์„ ํ†ตํ•˜์—ฌ ์ธก์ •ํ•œ๋‹ค. ๋ชจ๋‹ฌ ์‹คํ—˜์€ ์ง„๋™ ์‹คํ—˜์˜ ์ž…๋ ฅ ๋ฐ ์ถœ๋ ฅ ๋ฐ์ดํ„ฐ๋กœ์„œ ๊ตฌ์กฐ๋ฌผ์— ๋‚ดํฌํ•˜๊ณ  ์žˆ๋Š” ์งˆ๋Ÿ‰(Mass), ๊ฐ•์„ฑ(Stiffness), ๊ฐ์‡ (Damping) ๋“ฑ๊ณผ ๊ฐ™์€ ๋ชจ๋‹ฌ ๋งค๊ฐœ ๋ณ€์ˆ˜๋ฅผ ์ˆ˜ํ•™์ ์œผ๋กœ ์ถ”์ • ํ•  ์ˆ˜ ์žˆ๋‹ค[6].

2.3 Frequency Responsible Function (FRF)

FRF๋Š” ๊ฐ€์ง„๊ณผ ์‘๋‹ต ๋น„์˜ ๊ด€๊ณ„๋กœ ์ƒ์„ฑ๋˜๋ฉฐ, ์‹œ๊ฐ„์— ๋Œ€ํ•œ์‘๋‹ต๊ณผ ์ž์œ ์ง„๋™ ์‘๋‹ต ๋˜๋Š” ์ถฉ๊ฒฉ ์‘๋‹ตํ•จ์ˆ˜๋ฐ์ดํ„ฐ๊ฐ€ ํ•„์š”ํ•˜๋‹ค. ์ด๋ก ์  ํ•ด์„์—์„œ FRF๋Š” ์ฃผํŒŒ์ˆ˜ ์˜์—ญ์„ ๋„˜์–ด ์‘๋‹ต ์ •๋ณด๋ฅผ ์ œ๊ณตํ•˜๊ณ  ์œ ํ•œ์š”์†Œํ•ด์„์—์„œ ์ฃผํŒŒ์ˆ˜ ๋ฒ”์œ„ ์•ˆ์— ์‹œ๋ฌผ๋ ˆ์ด์…˜ ์‘๋‹ต์œผ๋กœ ๊ณ„์‚ฐํ•  ์ˆ˜ ์žˆ๋‹ค. ๋ชจ๋‹ฌ ์‹คํ—˜์€ ์ž…๋ ฅ๊ณผ ์‘๋‹ต๊ด€๊ณ„๋กœ ์ƒ์„ฑ๋œ FRF๋ฅผ ์ด์šฉํ•˜์—ฌ ๊ตฌ์กฐ๋ฌผ์˜ ํŠน์„ฑ์„ ์˜ˆ์ธกํ•  ์ˆ˜์žˆ๋‹ค.

FRF๋Š” ์ฃผํŒŒ์ˆ˜ ์˜์—ญ ์•ˆ์— ๊ฐ๊ฐ์˜ ๋ชจ๋“œ๋ฅผ ์œ„ํ•œ ๊ณ ์œ ์ง„๋™์ˆ˜, ๊ฐ์‡ ๋น„, ๋ชจ๋“œ ํ˜•์ƒ์„ ๋‚ดํฌํ•˜๊ณ  ์žˆ๋‹ค. ๊ณ ์œ ์ง„๋™์ˆ˜๋Š” FRFGraph ์•ˆ์—์„œ Peak ํ•˜๋Š” ์ง€์ ์ด๊ณ , ๊ฐ์‡ ๋น„๋Š” ์ด Peak ์  ์ฃผ๋ณ€์—์„œ Q-Factor๋ผ๋Š” ์ด๋ก ์„ ํ†ตํ•˜์—ฌ ๊ณ„์‚ฐํ•  ์ˆ˜ ์žˆ๋‹ค[7].

3. Sub-frame Material Development

๋ณธ ์—ฐ๊ตฌ ๋Œ€์ƒ์ธ ์„œ๋ธŒํ”„๋ ˆ์ž„์€ Damping ํŠน์„ฑ์ด ์ค‘์š”ํ•œ ๋ถ€ํ’ˆ์ด๋‹ค. ๋˜ํ•œ ์›๊ฐ€๋ฅผ ๋‚ฎ์ถ”๊ธฐ ์œ„ํ•˜์—ฌ ๋‹ค์–‘ํ•œ ์†Œ์žฌ๋ฅผ ์‹œํŽธ์—์ œ์ž‘ํ•˜์—ฌ ์ ์šฉ์„ ์‹œ๋„ํ–ˆ๋‹ค. ์ด ์‹œํŽธ์„ ์ด์šฉํ•˜์—ฌ ์Šคํ‹ธ ๋Œ€๋น„Damping ํŠน์„ฑ์ด ์–ด๋–ป๊ฒŒ ๋‹ฌ๋ผ์ง€๋Š”์ง€ ํ™•์ธํ•˜์˜€๋‹ค.

3.1 Composite material design for sub-frame

๋ณตํ•ฉ์žฌ๋ฃŒ๋Š” ์„ฌ์œ ์˜ Glade, ์„ฌ์œ ์˜ ํŒจํ„ด, GSM(Gram perSquare Meter)๋ฅผ ์‚ฌ์šฉํ•˜๋Š”์ง€์— ๋”ฐ๋ผ์„œ, ๊ทธ๋ฆฌ๊ณ  ์–ด๋–ค ์ข…๋ฅ˜์˜

๋ ˆ์ง„์„ ์‚ฌ์šฉํ•˜๋Š”์ง€์— ๋”ฐ๋ผ์„œ ์†Œ์žฌ์˜ ๊ฐ•๋„, ๊ฐ•์„ฑ์ด ๋‹ฌ๋ผ์ง€๊ฒŒ ๋œ๋‹ค. ์ผ๋ฐ˜์ ์œผ๋กœ Toray T700, T300, Zoltek์˜ ์นด๋ณธ ์„ฌ์œ ์™€ ์—ํญ์‹œ ๋ ˆ์ง„์„ ์‚ฌ์šฉํ•œ๋‹ค. ํ•˜์ง€๋งŒ ์ด๋Ÿฌํ•œ ์„ฌ์œ ์˜ ๊ฐ€๊ฒฉ์€์Šคํ‹ธ ์†Œ์žฌ ๋Œ€๋น„ ๋งค์šฐ ๋†’๊ธฐ ๋•Œ๋ฌธ์— ์ž๋™์ฐจ ๋ถ€ํ’ˆ์— ์ ์šฉํ•˜๊ธฐ๋ถ€์ ํ•ฉํ•˜๋‹ค๊ณ  ํŒ๋‹จ๋˜์—ˆ๋‹ค. ๋”ฐ๋ผ์„œ, ๋ณธ ์—ฐ๊ตฌ์—์„œ๋Š” Zhongfu-shenying(์ค‘๊ตญ)์˜ SYT45s-12k ์นด๋ณธ ์„ฌ์œ ์™€, Cray valley ์‚ฌ์˜Epovia LSP-8020B ํด๋ฆฌ์—์Šคํ„ฐ ๋ ˆ์ง„์„ ์‚ฌ์šฉํ•˜์˜€๋‹ค. SYT45s-12k๋Š” T700 ์„ฌ์œ  90% ์ˆ˜์ค€์˜ ๋ฌผ์„ฑ์„ ๊ตฌํ˜„ํ•˜๋ฉฐ, Epovia LSP-8020B ๋ ˆ์ง„์€ ์—ํญ์‹œ 80% ์ˆ˜์ค€์˜ ๋ฌผ์„ฑ์„ ๊ตฌํ˜„ํ•˜๋ฉฐ, ๋ฐ˜๋ฉด ๋‘์ œํ’ˆ์˜ ์žฌ๋ฃŒ์˜ ๊ฐ€๊ฒฉ์€ 50% ๋ฐ˜๋ฉด์— ์ˆ˜์ค€์œผ๋กœ ์ €๋ ดํ•˜๋‹ค. ๋˜๋ž€ ํด๋ฆฌ์—์Šคํ„ฐ ๋ ˆ์ง„์€ ์ œ์ž‘ ๊ณต์ • ์ค‘ ๊ธฐ๊ณต์ด ์ ๊ฒŒ ๋ฐœ์ƒํ•˜๋ฉฐํฌ๋ž™ ๋ฐœ์ƒ ํ™•๋ฅ ์ด ์ ๊ธฐ ๋•Œ๋ฌธ์— ์ด์™€ ๊ฐ™์ด ์„ ์ •ํ•˜์˜€๋‹ค. ๋˜

ํ•œ, ์•ž์œผ๋กœ ๋ณตํ•ฉ์žฌ๋ฃŒ์˜ ์žฌํ™œ์šฉ ์—ฐ๊ตฌ๋„ ํ™œ๋ฐœํ•˜๊ฒŒ ์ง„ํ–‰์ค‘์ด๋ฉฐ, ๋”ฐ๋ผ์„œ ๋ณธ ์—ฐ๊ตฌ์—์„œ Core์˜ ์—ญํ• ๋กœ ์ ํ•ฉํ•œ์ง€ ํŒ๋‹จ์„ ์œ„ํ•ด ELG ์‚ฌ์˜ Recycled Fabric๋„ ๊ฐ™์ด ๊ฒ€์ฆํ•˜์˜€๋‹ค. ๊ฐ ๋ฌผ์„ฑ์€Table 1์—์„œ ํ™•์ธ ๊ฐ€๋Šฅํ•˜๋‹ค.

3.2 Specimen Modal Test

์•ž์„œ ์–ธ๊ธ‰ํ•œ ๋ฌผ์„ฑ์„ ๊ฒ€์ฆํ•˜๊ธฐ ์œ„ํ•˜์—ฌ, ๊ทธ๋ฆฌ๊ณ  ์Šคํ‹ธ ๋Œ€๋น„์•ž์„œ ์–ธ๊ธ‰ํ•œ ๋ณตํ•ฉ์žฌ๋ฃŒ๋“ค์ด ๊ณ ์œ ์ง„๋™์ˆ˜๊ฐ€ ์–ด๋–ป๊ฒŒ ๋‹ฌ๋ผ์ง€๋Š”์ง€ ํ™•์ธํ•˜๊ธฐ ์œ„ํ•ด์„œ ์‹œํŽธ ๋ชจ๋‹ฌํ…Œ์ŠคํŠธ๋ฅผ ์ง„ํ–‰ํ•˜์˜€๋‹ค.

Fig. 2์€ ์‹œํŽธ์˜ Geometry์™€ Boundary Condition์„ ๋‚˜ํƒ€๋‚ธ๋‹ค. Table 2๋Š” ์‹œํŽธ์˜ Case๋ฅผ ๋‚˜ํƒ€๋‚ธ๋‹ค. ๋ณธ ๋ชจ๋‹ฌ ์‹คํ—˜์—์„œ๋Š” 1์ฐจ ๊ณ ์œ ์ง„๋™์ˆ˜์™€ ๋ฒค๋”ฉ ๋ชจ๋“œ ํ˜•์ƒ๋งŒ์„ ๋‹ค๋ฃจ์—ˆ๋‹ค.

wr2 ฮฆir ฮฆjr,

H w( )ij ฮฃr 1โ€“n ฮฆirฮฆjr

wr2 w2โ€“( )

--------------------=

Table 1. Material Property

T700/Ep [7] SYT45s/PE [8] ELG/Ep [9]E1(MPa) 139,300 130,000 23,000E2(MPa) 9,900 9,000 23,000Nu12 0.28 0.299 0.28G12(MPa) 7,100 7,100 -G13(MPa) 7,100 7,100 -G23(MPa) 2,960 4,000 -X(MPa) 1,600 1,400 344Xโ€™(MPa) 1,600 1,400 361Y(MPa) 40 49 344Yโ€™(MPa) 246 199 361

Fig. 2. FEM Modeling & Boundary Condition

Table 2. Case Information for Specimen

Case Thickness[mm] Material Lay-up

Steel 2 Steel -NCF/Ep 2 T700/Ep [0/90/45/-45]sRecycled/Ep 2 Recycled/EP -NCF+Recycled/EP 4 T700+Recycle/Ep [0/90/45/-45]sNCF/PE 2 CF-SYT/P.E [0/90/45/-45]s

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24 Doo-Heun Han, Sung Ha

Table 3์—์„œ๋Š” 1์ฐจ ๊ณ ์œ ์ง„๋™์ˆ˜๋ฅผ ๋น„๊ตํ•˜์˜€๊ณ  St ๋Œ€๋น„ ๊ณ ์œ ์ง„๋™์ˆ˜๊ฐ€ ์•ฝ 1~40% ๋†’๊ฒŒ ์ธก์ •๋˜์—ˆ๋‹ค. ํŠนํžˆ CF-SYTs/P.E๋ฅผ ์‚ฌ์šฉํ•œ NCF_2t ์‹œํŽธ์€ T700/EP ์‚ฌ์šฉํ•œ ์‹œํŽธ๋ณด๋‹ค ๊ณ ์œ ์ง„๋™์ˆ˜๊ฐ€ ์•ฝ 5% ๋‚ฎ์€ ๊ฒƒ์„ ํ™•์ธํ•  ์ˆ˜ ์žˆ์—ˆ๋‹ค. ์ด๋Š” NCT_2t_P.E ์†Œ์žฌ๋Š” T700/EP ๊ฐ•์„ฑ์ด ์•ฝ 5% ๋‚ฎ๋‹ค๋Š”์˜๋ฏธ์ด๋ฉฐ, Composite Sub-frame์„ ๊ฐœ๋ฐœ ์‹œ ๊ฐ€๊ฒฉ, ๋ฌผ์„ฑ ๋ชจ๋“ ๊ฒƒ์„ ๊ณ ๋ ค ์‹œ ์ ํ•ฉํ•œ ์†Œ์žฌ๋ผ๋Š” ๊ฒƒ์„ ์˜๋ฏธํ•œ๋‹ค. Mode Shape๋Š” Fig. 3๊ณผ ๊ฐ™์€ ๋ฒค๋”ฉ ๋ชจ๋“œ ํ˜•์ƒ๋งŒ์„ ๊ณ ๋ คํ•˜์˜€๋‹ค.

4. Sub-frame FEM Analysis

4.1 FEM Modeling & Boundary Condition

๊ตฌ์กฐํ•ด์„์„ ์ง„ํ–‰ํ•˜๊ธฐ ์ „์— CADํ˜•์ƒ์„ ํ•ด์„ํ• ์ˆ˜ ์žˆ๊ฒŒ ์ „์ฒ˜๋ฆฌ ๊ณผ์ •์„ ์ง„ํ–‰ํ•ด์•ผ ํ•œ๋‹ค. Cadํ˜•์ƒ์— Element๋ฅผ ์ƒ์„ฑํ•˜์˜€๊ณ , CAD๋ฅผ ๋‹จ์ˆœํ™”ํ•˜๊ธฐ ์œ„ํ•ด์„œ, ์‹ค์ œ ์„œ๋ธŒํ”„๋ ˆ์ž„์˜ 6๊ฐœ์˜ ํŒŒํŠธ ์šฉ์ ‘์„ CAE ํ™˜๊ฒฝ ์—์„œ ๊ตฌํ˜„ํ•ด์ฃผ์—ˆ๋‹ค.

Fig. 4๋Š” ์œ ํ•œ ์š”์†Œ ๋ชจ๋ธ๊ณผ ์‹ค์ œ ์„œ๋ธŒํ”„๋ ˆ์ž„์„ ๋‚˜ํƒ€๋‚ธ๋‹ค. Mesh๋Š” Shell Type Mesh๋กœ, Elements๋Š” ์ด 444,429๊ฐœ๋กœ S4Relements๋ฅผ ์ ์šฉํ•˜์—ฌ ์œ ํ•œ์š”์†Œ ๋ชจ๋ธ๋กœ ๊ตฌ์„ฑํ•˜์˜€๋‹ค. ๊ทธ๋ฆฌ๊ณ ์„œ๋ธŒํ”„๋ ˆ์ž„์˜ ๊ณ ๋ฌด ๋ถ€์‰ฌ์™€ ์Šคํ‹ธ ๋ถ€์‰ฌ๋Š” ๊ฐ ๋ถ€ํ’ˆ์˜ ์ƒ ํ•˜๋‹จ์ค‘์‹ฌ ๋ถ€๋ถ„์— Reference point๋ฅผ ์ƒ์„ฑํ•˜๊ณ  Abaqus์˜ Coupling๊ธฐ๋Šฅ์„ ์ด์šฉํ•˜์—ฌ Reference point์™€ ๊ณ ๋ฌด ๋ถ€์‰ฌ์™€ ์Šคํ‹ธ ๋ถ€์‰ฌ์˜ ์ƒ ๋‹จ๋ฉด ์‚ฌ์ด์— Kinematic constraint๋ฅผ ๊ฐ๊ฐ ๋ถ€์—ฌํ•˜์—ฌ ๊ตฌ

ํ˜„ํ•˜์˜€๋‹ค.ํ•˜์ค‘ ๋ฐ ๊ฒฝ๊ณ„ ์กฐ๊ฑด์€ Fig. 5์„ ๋ณด๋ฉด ํ™•์ธํ•  ์ˆ˜ ์žˆ๋‹ค. 4๊ณณ์˜๊ณ ๋ฌด ๋ถ€์‰ฌ์˜ ์œ„์น˜์— x, y, z์ถ• ๋ณ€์œ„, ํšŒ์ „์„ ๊ตฌ์†ํ•˜์˜€๊ณ , 8์ ์—์„œ Force x, y, z๋ฐฉํ–ฅ, Moment x, y, z ๋ฐฉํ–ฅ์œผ๋กœ 6๊ฐ€์ง€์˜ ์„œ๋กœ ๋‹ค๋ฅธ Multi Direction Load์„ ๊ฐ€ํ•˜์˜€๋‹ค.

4.2 Steel Sub-frame static analysis

๋ณธ ์—ฐ๊ตฌ์—์„œ ๋ณตํ•ฉ ์žฌ๋ฃŒ๋กœ ์Šคํ‹ธ์„ ๋Œ€์ฒดํ•˜๊ธฐ ์ „์—, Steel Sub-Frame์— ๋Œ€ํ•ด์„œ Static Analysis Simulation์„ ์ง„ํ–‰ํ•˜์˜€๋‹ค. ์ด6๊ฐ€์ง€์˜ ํ•˜์ค‘์— ๋Œ€ํ•ด์„œ ๊ตฌ์กฐํ•ด์„์„ ์ง„ํ–‰ํ•˜์˜€๋‹ค. Fig. 6์€ SteelSub-Frame์˜ ํ•ด์„๊ฒฐ๊ณผ๋ฅผ Stress Contour๋กœ ๋‚˜ํƒ€๋‚ธ ๊ฒƒ์ด๋‹ค.Contour๋ฅผ ํ†ตํ•ด์„œ ์ฃผ๋กœ ๊ตฌ์กฐ๋ฌผ์˜ ์˜ค๋ฅธ์ชฝ ๋ณด๋‹ค๋Š” ์™ผ์ชฝ์— ๋”ํฐ ํ•˜์ค‘์ด ์ž‘์šฉํ•œ๋‹ค๋Š” ๊ฒƒ์„ ํ™•์ธํ•  ์ˆ˜ ์žˆ์—ˆ๋‹ค.

Table 4๋Š” 6๊ฐ€์ง€ ํ•˜์ค‘์— ๋Œ€ํ•œ ๊ฒฐ๊ณผ์ด๋‹ค. Stress ๊ฐ’์€ Von

Table 3. Natural Frequency of Specimen

Case 1st Natural Frequency (Hz)Steel 72NCF/Ep 87Recycled/Ep 77NCF+Recycled/EP 114NCF/PE 81

Fig. 3. Mode Shape at 1st Natural Frequency

Fig. 4. Sub-frame FEM Modeling

Fig. 5. Sub-frame Load & Boundary Condition

Fig. 6. Comparison of Stress Contour, Steel sub-frame

Table 4. Case result of sub-frame in 6 load

Case Stress (MPa) Failure Index Disp (mm)Load 1 669 0.838 1.916Load 2 641 0.822 1.381Load 3 120 0.154 0.286Load 4 157 0.201 0.365Load 5 247 0.317 0.496Load 6 651 0.835 1.402

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Development of Lightweight Composite Sub-frame in Automotive Chassis Parts Considering Structure & NVH Performance 25

Mises Stress๋ฅผ ์˜๋ฏธํ•˜๊ณ , Disp๋Š” Displacement๋ฅผ ์˜๋ฏธํ•œ๋‹ค. ๋ชจ๋‘ F.I ๊ฐ’์€ 1 ์ดํ•˜๋กœ ์•ˆ์ „ํ•˜๋‹ค๋Š” ๊ฒฝํ–ฅ์„ ํ™•์ธํ•  ์ˆ˜ ์žˆ๋‹ค. ์ด๋ฅผ ๋ฐ”ํƒ•์œผ๋กœ Load 1, Load 2, Load 6๊ฐ€ Sub-Frame์—๊ตฌ์กฐ์ ์œผ๋กœ ํฐ Damage๋ฅผ ๊ฐ€ํ•˜๋Š” ๋Œ€ ํ•˜์ค‘ ์กฐ๊ฑด์ด๋ผ๊ณ  ํŒ๋‹จํ•˜์˜€๋‹ค. ๋ณตํ•ฉ์žฌ๋ฃŒ ์„œ๋ธŒํ”„๋ ˆ์ž„์˜ ๊ตฌ์กฐ์  ์„ค๊ณ„ ์‹œ ์ด 3๊ฐ€์ง€ํ•˜์ค‘์„ ๋ฐ”ํƒ•์œผ๋กœ ์ง‘์ค‘์ ์œผ๋กœ ๊ฒ€ํ† ํ•˜๊ณ , ์Šคํ‹ธ ์„œ๋ธŒํ”„๋ ˆ์ž„์˜ํ•ด์„ ๊ฒฐ๊ณผ๋Š” ๋ณตํ•ฉ์žฌ๋ฃŒ ์„œ๋ธŒํ”„๋ ˆ์ž„ ์„ค๊ณ„ ์‹œ ๊ธฐ์ค€์ด ๋œ๋‹ค.

4.3 Composite sub-frame static analysis

Steel Sub-frame์˜ ํ•ด์„ ๊ฒฐ๊ณผ๋ฅผ ๋ฐ”ํƒ•์œผ๋กœ 3๊ฐ€์ง€ CompositeSub-frame ์„ค๊ณ„ ํ•˜์ค‘์„ ์„ ์ •ํ•˜์˜€๋‹ค. ์ด ์„ค๊ณ„ ํ•˜์ค‘์„ ๋งŒ์กฑ์‹œํ‚ฌ ์ˆ˜ ์žˆ๋„๋ก ์„ค๊ณ„ํ•˜์˜€๊ณ  Table 5๋Š” ๋ณตํ•ฉ์žฌ๋ฃŒ 4๊ฐ€์ง€์˜ Lay-up sequence Case ์„ค๋ช…์„ ๋‚˜ํƒ€๋‚œ๋‹ค. ์œ„์˜ Lay-up Sequence๋Š”์ œ์ž‘๊ณผ์ • ์ค‘ ๊ฒฝํ™”์— ์˜ํ•œ ์—ด ์ˆ˜์ถ•์„ ํ”ผํ•  ์ˆ˜ ์žˆ๋„๋ก ๋Œ€์นญ์ด๋˜๋„๋ก ์ ์ธตํ•˜์˜€๋‹ค.

Table 6๋ฅผ ๋ณด๋ฉด Steel Sub-frame์˜ F.I ๊ฐ’ ๋ณด๋‹ค CompositeSub-frame์˜ F.I๊ฐ€ ๋‚ฎ์€ ๊ฒƒ์„ ํ™•์ธํ•˜์—ฌ, ๊ฐ•๋„์ ์ธ ์ธก๋ฉด์€4์ผ€์ด์Šค ๋ชจ๋‘ ์ข‹๋‹ค๊ณ  ํ™•์ธํ•  ์ˆ˜ ์žˆ๋‹ค. CF_0์˜ ๊ฒฝ์šฐDisplacement์˜ ๊ฒฐ๊ณผ๋ฅผ ๋ฐ”ํƒ•์œผ๋กœ ํ‰๊ท ์ ์œผ๋กœ ๋‹ค๋ฅธ CompositeSub-frame ์ผ€์ด์Šค์™€ ๋น„๊ตํ•˜์˜€์„ ๋•Œ 20% ๊ฐ•์„ฑ์ด ์ ๊ฒŒ ํ™•์ธ๋˜์—ˆ๋‹ค. ๊ทธ ์ด์œ ๋Š” ์„ฌ์œ ์˜ Ply angle์ด ์‚ฌ์„ ์œผ๋กœ ์—…๊ณ , ๋ชจ๋‘0(UD)๋กœ ์ ์ธตํ•œ ์ผ€์ด์Šค์ด๊ธฐ ๋•Œ๋ฌธ์ด๋‹ค. ์ด๋Š” ๊ฐ•๋„์ ์ธ ์ธก๋ฉด์—์„œ๋Š” CF_45๊ฐ€ ๋” ํŠผํŠผํ•˜๋‹ค๊ณ  ํ™•์ธํ•  ์ˆ˜ ์žˆ๋‹ค. ํ•˜์ง€๋งŒDisplacement ๊ฐ’์€ CF_45 ์ผ€์ด์Šค ๋ณ„๋กœ 8~25% ๋” ํฐ ๊ฒƒ์„ ํ™•์ธํ•  ์ˆ˜ ์žˆ๊ธฐ ๋•Œ๋ฌธ์— ๊ฐ•์„ฑ์ ์ธ ์ธก๋ฉด์—์„œ ์ข‹์ง€ ์•Š๋‹ค๋Š” ๊ฒƒ์„ํ™•์ธํ•  ์ˆ˜ ์žˆ๋‹ค. ๋”ฐ๋ผ์„œ ๋ณธ ๊ฒฐ๊ณผ๋ฅผ ํ†ตํ•ด์„œ CF_45๊ฐ€ ๊ฐ€์žฅ SteelSub-frame๊ณผ ์„ฑ๋Šฅ์ด ์œ ์‚ฌํ•œ ๊ฒƒ์„ ํ™•์ธํ•  ์ˆ˜ ์žˆ์—ˆ๋‹ค.์ถ”๊ฐ€์ ์œผ๋กœ ๊ฐ•์„ฑ์„ ๋†’์ด๊ธฐ ์œ„ํ•ด์„œ ์ œํ’ˆ์˜ ๋‘๊ป˜๋ฅผ ๋‘๊ป๊ฒŒ ํ•˜๋Š” ๋ฐฉ๋ฒ•์ด ์žˆ๋‹ค. ํ•˜์ง€๋งŒ ๊ทธ๋ ‡๊ฒŒ ๋œ๋‹ค๋ฉด ๊ฒฝ๋Ÿ‰ํ™” ํšจ๊ณผ๊ฐ€

์—†๋‹ค. ๋˜ ๋‹ค๋ฅธ ๋ฐฉ๋ฒ•์€ Core๋ฅผ ์‚ฌ์šฉํ•ด์„œ ๋‘๊ป˜๋ฅผ ์ฆ๊ฐ€์‹œํ‚ค๋Š”๋ฐฉ๋ฒ•์ด ์žˆ์ง€๋งŒ ๋ณธ ์—ฐ๊ตฌ์—์„œ ์‚ฌ์šฉํ•˜๋Š” ์ œ์ž‘ ๋ฐฉ์‹์—๋Š” ์ ํ•ฉํ•˜์ง€ ํ•œ๋‹ค.

4.4 Composite sub-frame modal analysis

Steel ๋Œ€๋น„ Composite Sub-frame์˜ ๊ณ ์œ ์ง„๋™์ˆ˜๊ฐ€ ์–ด๋–ป๊ฒŒ๋‹ฌ๋ผ์ง€๋Š”์ง€ ํ™•์ธํ•˜๊ธฐ ์œ„ํ•ด์„œ ์•ž์„œ Table 5์˜ ์ผ€์ด์Šค์— ๋Œ€ํ•œ ๋ชจ๋‹ฌ ํ…Œ์ŠคํŠธ๋ฅผ ์ง„ํ–‰ํ•˜์˜€๋‹ค. ๋ชจ๋‹ฌ ํ…Œ์ŠคํŠธ ์—์„œ๋Š” ๋ฒค๋”ฉ ๋ชจ๋“œ ํ˜•์ƒ์— ํ•ด๋‹นํ•˜๋Š” ๊ณ ์œ ์ง„๋™์ˆ˜์— ๋Œ€ํ•ด์„œ ๊ณ ๋ คํ•˜์˜€๋‹ค. Table7์€ ๊ณ ์œ ์ง„๋™์ˆ˜๋ฅผ ์ •๋ฆฌํ•œ ํ‘œ์ด๋‹ค. Steel ๋Œ€๋น„ Composite Sub-frame์€ 1์ฐจ ๊ณ ์œ ์ง„๋™์ˆ˜๋Š” ์•ฝ 20 Hz ์ •๋„ ์ž‘์ง€๋งŒ, 2์ฐจ ๊ณ ์œ ์ง„๋™์ˆ˜๋ถ€ํ„ฐ๋Š” Steel์˜ ๊ณ ์œ ์ง„๋™์ˆ˜ ๋ณด๋‹ค ์ปค์ง€๋Š” ๊ฒƒ์„ ํ™•์ธํ•  ์ˆ˜ ์žˆ๋‹ค. ์ด๋Š” ํ•ด๋‹น Mode ์— ๋ณ€ํ˜•๋˜๋Š” ๋ถ€๋ถ„์ด ๊ฐ•์„ฑ์ด ๋†’๊ธฐ ๋•Œ๋ฌธ์ด๋ฉฐ, ์ฆ‰ ๋ณตํ•ฉ์žฌ๋ฃŒ์˜ ์ด๋ฐฉ์„ฑ ์„ฑ์งˆ์— ์˜ํ•œ ๊ฒƒ์ด๋‹ค. Fig.15์€ Mode shape์ด๋ฉฐ ๋ชจ๋‘ Bending ํ˜•์ƒ์„ ๋‚˜๊ณ  ์žˆ๋‹ค. Steel

Table 5. Case information of composite sub-frame

Case Thickness Lay-up SequenceSteel 2 mm -CF_0 4 mm [0]9

CF_30 4 mm [0/30/-30/90/0/90/-30/30/0]CF_45 4 mm [0/45/-45/90/0/90/-45/45/0]CF_60 4 mm [0/60/-60/90/0/90/-60/60/0]

Table 6. Result of sub-frame in load 3 cases

Load 1 Load 2 Load 6Case F.I Disp F.I Disp F.I DispSteel 1.20 1.91 0.82 1.38 0.83 1.40CF_0 0.70 2.96 0.58 2.18 0.61 2.37

CF_30 0.72 2.41 0.54 1.68 0.59 2.04CF_45 0.68 2.14 0.54 1.54 0.55 1.54CF_60 0.69 2.35 0.52 1.78 0.54 2.06

Fig. 7. Sub-frame displacement contour

Table 7. Result of sub-frame Natural frequency

Case 1st NF (Hz)

2nd NF(Hz)

3rd NF(Hz)

4th NF(Hz)

5th NF(Hz)

Steel 206 316 423 484 533CF_0 167 329 424 500 538

CF_30 169 333 435 510 545CF_45 173 339 448 523 566CF_60 171 336 440 515 548

Fig. 8. Sub-frame mode shape

Page 6: Development of Lightweight Composite Sub-frame in

26 Doo-Heun Han, Sung Ha

Sub-frame์„ ์ œ์™ธํ•œ ๋‚˜๋จธ์ง€ ์ผ€์ด์Šค ์ค‘์—์„œ ๊ณ ์œ ์ง„๋™์ˆ˜๊ฐ€๊ฐ€์žฅ ๋†’์€ ๊ฒƒ์€ CF_45์ด๋‹ค. ์ตœ์ข…์ ์œผ๋กœ Case CF_45์˜ ์ ์ธต์ˆœ์„œ์™€ ๋‘๊ป˜๋กœ Composite Sub-frame์„ ์ œ์ž‘ํ•˜์˜€๋‹ค.

5. Composite sub-frame manufacture

5.1 Sub-frame Redesign

๋ณตํ•ฉ์žฌ๋ฃŒ๋ฅผ ์ ์šฉํ•ด์„œ ์„œ๋ธŒํ”„๋ ˆ์ž„์„ ์ œ์ž‘ํ•˜๊ธฐ ์œ„ํ•ด์„œ๋Š”Steel Sub-frame๊ณผ ํ˜•์ƒ์„ ๋™์ผํ•˜๊ฒŒ ์ œ์ž‘ํ•  ์ˆ˜ ์—†๋‹ค. ์ด๋Š” ์ œ์ž‘, ์ ‘ํ•ฉ, ๊ฐ€๊ณต์˜ ๋ฌธ์ œ ๋•Œ๋ฌธ์ด๋‹ค. ๋˜ํ•œ ๋ณธ ์—ฐ๊ตฌ์—์„œ๋Š” ์‹œ์Šคํ…œ ๋‹จ์œ„์˜ ๊ฐœ๋ฐœ์ด ์•„๋‹Œ, ๋‹จํ’ˆ์˜ ๊ตฌ์กฐ๋ฌผ์„ ๊ฐœ๋ฐœ ํ›„ ๊ธฐ์กด ์‹œ์Šคํ…œ๊ณ„์— ์žฅ์ฐฉ์„ ํ•˜์—ฌ ์ƒ์ถฉ ์„ฑ๋Šฅ์„ ๊ฒ€ํ† ํ•œ๋‹ค. ๊ทธ๋ ‡๊ธฐ ๋•Œ๋ฌธ์— ์ตœ์†Œํ•œ์˜ ํ˜•์ƒ ๋ณ€๊ฒฝ์„ ํ•ด์•ผ ๊ธฐ์กด ํƒ€ ๋ถ€ํ’ˆ๊ณผ์˜ ๊ฐ„์„ญ์„ ํ”ผํ•  ์ˆ˜ ์žˆ๋‹ค. ๋”ฐ๋ผ์„œ ๊ธฐ์กด ์Šคํ‹ธ ์„œ๋ธŒํ”„๋ ˆ์ž„์˜ ํ˜•์ƒ์„ ์ตœ์†Œํ™”๋ณ€๊ฒฝํ•˜์˜€๋‹ค. ๋ณธ ์—ฐ๊ตฌ์—์„œ๋Š” ์ ‘ํ•ฉ ๋ฐฉ์‹์„ Bonding ์ฒด๊ฒฐ ๋ฐฉ์‹์„ ์‚ฌ์šฉํ•˜์˜€๋‹ค. ๋ชจ๋‘ Bonding Area๋ฅผ ์ฆ๊ฐ€์‹œํ‚ค๊ธฐ ์œ„ํ•ด ๋ณ€๊ฒฝํ•˜์˜€๋‹ค.

5.2 Sub-frame Manufacture

์„œ๋ธŒํ”„๋ ˆ์ž„์„ ์ œ์ž‘ํ•˜๊ธฐ ์œ„ํ•ด์„œ๋Š” ๋ชฐ๋“œ๊ฐ€ ํ•„์š”ํ•˜๊ณ , ๋ณธ์—ฐ๊ตฌ์—์„œ๋Š” FRP ๋ชฐ๋“œ๋ฅผ ์ œ์ž‘ํ•˜์˜€๋‹ค. FRP ๋ชฐ๋“œ๋ฅผ ํ™œ์šฉํ•˜์—ฌ, Infusion ๋ฐฉ์‹์œผ๋กœ Part ๋ณ„ Sub-frame์„ ์ œ์ž‘ํ•˜์˜€๋‹ค. Fig.10์€ ์ œ์ž‘ ์ˆœ์„œ๋ฅผ ๋‚˜ํƒ€๋‚ธ๋‹ค. Fig. 11์€ ์™„์„ฑ๋œ Composite Sub-frame์˜ ๊ฐ ํŒŒํŠธ ๋‚˜ํƒ€๋‚ธ๋‹ค. ์™„์„ฑ๋œ ํŒŒํŠธ์— ๋ณธ๋”ฉ์„ ํ•˜์—ฌ ์ตœ์ข…์ ์œผ๋กœ Composite Sub-frame ์„ ์™„์„ฑํ•˜์˜€๋‹ค. Fig. 12๋Š” ์™„์„ฑ๋œ Composite Sub-frame์ด๋‹ค.

6. Experiment

6.1 Specimen Modal Experiment

3.2 ์ˆœ์„œ์—์„œ ์‹œํŽธ ํ•ด์„์— ๋Œ€ํ•œ ์‹œํŽธ ์‹คํ—˜์„ ์ง„ํ–‰ํ•˜์˜€๋‹ค.Table 2์—์„œ 1~4๋ฒˆ๊นŒ์ง€ P.E๋ฅผ ์‚ฌ์šฉํ•œ Specimen ์ข…๋ฅ˜ ์ค‘Epoxy ๊ณ„์—ด์˜ ์‹œํŽธ์— ๋Œ€ํ•ด์„œ ์‹คํ—˜์„ ์ง„ํ–‰ํ•˜์˜€๋‹ค.

Fig. 13์€ ์‹คํ—˜๊ณผ FEM ํ•ด์„์˜ FRP ๊ทธ๋ž˜ํ”„์ด๋‹ค. ๊ณ ์œ ์ง„๋™์ˆ˜ ์ผ๋•Œ, y์ถ• ์†Œ์Œ ๋ ˆ๋ฒจ์ด ํ”ผํฌ๋˜๋Š” ๊ฒƒ์„ ํ™•์ธํ•  ์ˆ˜ ์žˆ๋‹ค. ๋˜ํ•œ ์‹คํ—˜๊ณผ FEM ํ•ด์„์˜ ๊ฒฝํ–ฅ์„ฑ์ด ๋™์ผํ•œ ๊ฒƒ์„ ํ™•์ธํ•  ์ˆ˜ ์žˆ๋‹ค. FEM ํ•ด์„๊ณผ ์‹คํ—˜์˜ ๊ณ ์œ ์ง„๋™์ˆ˜ ๋น„๊ต์‹œ, ํ‰๊ท  1~3% ์˜ค์ฐจ๋ฅผ ํ™•์ธํ•  ์ˆ˜ ์žˆ์—ˆ๋‹ค. ๊ทธ ์›์ธ์€ ๋ณตํ•ฉ์žฌ๋ฃŒ ์ œ์ž‘๊ณต์ •์—์„œ๋ฐœ์ƒํ•  ์ˆ˜ ์žˆ๋Š” Void, Lay up angle ๋“ฑ ๊ด€๋ จ ์ธํ„ฐํŽ˜์ด์Šค ๋ฌผ์„ฑํŽธ์ฐจ์— ์˜ํ•œ ์˜ค์ฐจ๋กœ ์˜ˆ์ƒํ•œ๋‹ค.

6.2 sub-frame Modal Experiment

๋ณธ ์‹คํ—˜์—์„œ๋Š” Modal ์‹คํ—˜์„ ํ†ตํ•ด์„œ ํ•ด์„ ๊ฒฐ๊ณผ๋ฅผ ๊ฒ€์ฆํ•˜์˜€๋‹ค. ๋ณธ ์‹คํ—˜์—์„œ๋Š” ๊ฐ€์†๋„ ์„ผ์„œ ํƒ€์ž…์„ 18๊ฐœ ์‚ฌ์šฉํ•˜์˜€๋‹ค.Fig. 14๋Š” ์„œ๋ธŒํ”„๋ ˆ์ž„์˜ ์„ผ์„œ ๋ถ€์ฐฉ ์œ„์น˜๋ฅผ ๋ณด์—ฌ์ค€๋‹ค. ์‹คํ—˜์€ Steel Sub-frame์™€ ์ง์ ‘ Composite Sub-frame๋ฅผ ์ง„ํ–‰ํ•˜์˜€๋‹ค. Table 7์€ Steel & Composite Sub-frame์˜ ์‹คํ—˜๊ณผ ํ•ด์„์˜

Fig. 9. Sub-frame redesign

Fig. 10. Manufacture Method

Fig. 11. Composite sub-frame parts

Fig. 12. Composite Sub-frame

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Development of Lightweight Composite Sub-frame in Automotive Chassis Parts Considering Structure & NVH Performance 27

๊ณ ์œ  ์ฃผํŒŒ์ˆ˜๋ฅผ ๋น„๊ตํ•œ ํ‘œ์ด๋‹ค. Steel Sub-frame์˜ ๊ฒฝ์šฐ 1์ฐจ,2์ฐจ ๋ฒค๋”ฉ ๊ณ ์œ  ์ง„๋™์ˆ˜๋Š” ํ‰๊ท  1~3% ์˜ค์ฐจ ๋ฐœ์ƒํ•˜์˜€๋‹ค.Composite Sub-frame์˜ ๊ฒฝ์šฐ 1์ฐจ, 2์ฐจ ๋ฒค๋”ฉ ๊ณ ์œ  ์ง„๋™์ˆ˜๋Š”ํ‰๊ท  2~5% ์˜ค์ฐจ ๋ฐœ์ƒํ•˜์˜€๋‹ค. ์˜ค์ฐจ๊ฐ€ ๋ฐœ์ƒํ•œ ์ด์œ ๋Š” ์ œ์ž‘ ์‹œPart ๋ณ„ ์ ‘ํ•ฉ์„ ๋ณธ๋”ฉ ๋ฐฉ์‹์„ ์ด์šฉํ•˜์—ฌ ์ฒด๊ฒฐํ•˜์˜€๋‹ค. FEMModeling ์‹œ Abaqus์˜ Tie ๊ธฐ๋Šฅ์„ ์ด์šฉํ•ด์„œ Part ๋ณ„ ์ฒด๊ฒฐ์„ํ•˜์˜€๋‹ค. Tie๋Š” Part ๋ณ„ ๊ฐ•์ œ๋กœ ์ฒด๊ฒฐํ•˜๋Š” ๋ฐฉ์‹์œผ๋กœ ์ด ์ฐจ์ด๋กœ์ธํ•˜์—ฌ์„œ ์˜ค์ฐจ๊ฐ€ ๋ฐœ์ƒํ•˜์˜€๋‹ค. ๊ทธ๋ฆฌ๊ณ  ์ œ์ž‘ ๊ณต์ • ์‹œ ๋ฐœ์ƒํ•˜๋Š” Void, ์ž‘์—…์ž์— ์˜ํ•œ ๋ฏธ์„ธํ•œ Lay-up sequence ๊ฐ๋„์˜ ๋’คํ‹€๋ฆผ์— ์˜ํ•ด์„œ ์˜ค์ฐจ๊ฐ€ ๋ฐœ์ƒํ•œ๊ฒƒ์œผ๋กœ ์˜ˆ์ƒ๋œ๋‹ค. ๋˜ํ•œ, ์‹คํ—˜์„ ํ†ตํ•˜์—ฌ Damping Ratio๋ฅผ ์ถ”์ถœํ•˜์˜€๋‹ค. ์ด๋ฅผํ†ตํ•ด์„œ Steady State Modal Analysis๋ฅผ ํ†ตํ•ด์„œ ์ถ”๊ฐ€์ ์œผ๋กœFRF Graph (Frequency Response Function)๋ฅผ ๋„์ถœํ•˜์˜€๋‹ค.Fig. 15(a)๋Š” ์‹คํ—˜์„ ํ†ตํ•ด์„œ ๋„์ถœํ•œ FRF ๊ทธ๋ž˜ํ”„์ด๋ฉฐ, y์ถ• ์†Œ์Œ ๋ ˆ๋ฒจ์ด Steel ๋Œ€๋น„ 10 ์ •๋„ ์˜ฌ๋ผ๊ฐ„ ๊ฒƒ์„ ํ™•์ธํ•  ์ˆ˜ ์žˆ๋‹ค. ๊ณ ์œ  ์ฃผํŒŒ์ˆ˜ ๋ณ„ Peak๊ฐ€ ๋ฐœ์ƒํ•˜๋Š” ๊ฒƒ์„ ํ™•์ธํ•  ์ˆ˜ ์žˆ๊ณ , ๊ทธ๊ณณ์ด ๊ณ ์œ ์ง„๋™์ˆ˜๋ฅผ ๋œปํ•œ๋‹ค. Fig. 15(b)๋Š” FEM ํ•ด์„์„ ํ†ตํ•ด์„œ์–ป์€ ๊ฒฐ๊ณผ์ด๋ฉฐ, Fig. 15(a)์™€ ๊ฐ™์ด ๊ณ ์œ ์ง„๋™์ˆ˜์™€, ๊ทธ๋•Œ ๊ทธ๋ž˜

ํ”„๊ฐ€ Peak ํ˜„์ƒ์ด ๋ฐœ์ƒํ•˜๋Š” ๊ฒƒ์„ ๋ณด์•„ ๊ฒฝํ–ฅ์„ฑ์ด ๋™์ผํ•˜๊ฒŒ๋‚˜ํƒ€๋‚ฌ๋‹ค๊ณ  ํŒ๋‹จ๋˜์—ˆ๋‹ค.

7. ๊ฒฐ ๋ก 

๋ณธ ์—ฐ๊ตฌ์—์„œ๋Š” Sub-frame์˜ ์†Œ์žฌ๋ฅผ ๊ฐ•์žฌ์—์„œ ๋ณตํ•ฉ ์žฌ๋ฃŒ๋กœ ๋Œ€์ฒดํ•  ์ˆ˜ ์žˆ๋Š” ๋‹ค์–‘ํ•œ ์„ค๊ณ„ ๋ณ€์ˆ˜๋“ค์„ ์ œ์‹œํ•˜์˜€์œผ๋ฉฐ ์‹ค์ œ ์ œ์ž‘ ๋ฐ ์‹คํ—˜์„ ํ†ตํ•˜์—ฌ ์ด๋ฅผ ๊ฒ€์ฆํ•˜์˜€๋‹ค. ์š”์•ฝํ•˜๋ฉด ๋‹ค์Œ๊ณผ ๊ฐ™๋‹ค.

1. Sub-frame์˜ cost effective๋ฅผ ๋ฐ”ํƒ•์œผ๋กœ ๊ฐ•์„ฑ, ๊ฐ•๋„๋ฅผ ๊ทน๋Œ€ํ™”ํ•  ์ˆ˜ ์žˆ๋„๋ก ๋‹ค์–‘ํ•œ ์žฌ๋ฃŒ๋ฅผ ์ด์šฉํ•˜์—ฌ ์‹œํŽธ Test๋ฅผ์ง„ํ–‰ํ•˜์˜€๊ณ , ์ด๋ฅผ ๋ฐ”ํƒ•์œผ๋กœ ์†Œ์žฌ๋ฅผ ์„ ์ •ํ•˜์˜€๋‹ค. ๊ทธ๋ฆฌ๊ณ  ์ ์ • ์„ค๊ณ„๋ฅผ ํ†ตํ•˜์—ฌ Composite Sub-frame์˜ Thickness์™€ Lay-up Sequence๋ฅผ ๊ฒฐ์ •ํ•˜์˜€๋‹ค.

2. FRP Mold & Composite Sub-frame์„ ์ง์ ‘ ์ œ์ž‘ํ•˜์—ฌ์„œ, ๋ชจ๋‹ฌ ์‹คํ—˜์„ ํ•˜์˜€๋‹ค. ํ•ด์„ ๊ฒฐ๊ณผ์™€ 2~10%์˜ ์˜ค์ฐจ๋ฅผ ํ™•์ธํ•˜์˜€๊ณ , ํ•ด์„์˜ ์ •ํ™•์„ฑ์„ ๊ฒ€์ฆํ•˜์˜€๋‹ค.

3. Sub-frame์˜ ์†Œ์žฌ๋ฅผ Steel์—์„œ ๋ณตํ•ฉ์žฌ๋กœ ๋Œ€์ฒดํ•œ ๊ฒฐ๊ณผ, ์•ฝ50% ๊ฐ€๋Ÿ‰ ๋ฌด๊ฒŒ ๊ฒฝ๋Ÿ‰ํ™” ํšจ๊ณผ๋ฅผ ํ™•์ธํ•˜์˜€๋‹ค.์ด์ƒ์œผ๋กœ, Sub-frame์˜ ์†Œ์žฌ๋ฅผ ๊ฐ•์žฌ์—์„œ ๋ณตํ•ฉ์žฌ๋กœ ๋Œ€์ฒด๊ฐ€๋Šฅ์„ฑ์„ ํ™•์ธํ•˜์˜€๋‹ค.

ํ›„ ๊ธฐ

๋ณธ ์—ฐ๊ตฌ๋Š” ํ˜„๋Œ€์ž๋™์ฐจ๊ฐ€ ์ง€์›ํ•˜๋Š” ์—ฐ๊ตฌ๊ณผ์ œ๋กœ ์ˆ˜ํ–‰๋œ ๊ฒƒ์ด๋ฉฐ, ์ง€์›์— ๋Œ€ํ•ด ์ง„์‹ฌ์œผ๋กœ ๊ฐ์‚ฌ๋“œ๋ฆฝ๋‹ˆ๋‹ค.

Fig. 13. Compare FRF graph between experiment & FEM

Fig. 14. Sub-frame Modal Experiment

Fig. 15. Compare FRF graph between experiment & FEM

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28 Doo-Heun Han, Sung Ha

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