vibration absorber design and finite element analysis

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ํ•œ๊ตญ์ •๋ฐ€๊ณตํ•™ํšŒ์ง€ ์ œ 34 ๊ถŒ์ œ 5 ํ˜ธ pp. 331-336 May 2017 / 331 J. Korean Soc. Precis. Eng., Vol. 34, No. 5, pp. 331-336 https://doi.org/10.7736/KSPE.2017.34.5.331 ISSN 1225-9071 (Print) / 2287-8769 (Online) ๋น„ํ–‰์ฒด ๋‚ด์ง„์„ค๊ณ„๋ฅผ ์œ„ํ•œ ๋™ํก์ง„๊ธฐ ์„ค๊ณ„์™€ ์œ ํ•œ์š”์†Œํ•ด์„ ๋ชจ๋ธ ๊ตฌ์ถ• ๋ฐ ์‹œํ—˜ Vibration Absorber Design and Finite Element Analysis Model Building and Experimental Ion to Prepare the Anti-Vibration Design for the Flight Structure ๊น€์ค€์ˆ˜ 1,# , ๋ฐ•์„ฑ์šฐ 1 , ๊ฐ•์„ฑ์šฑ 1 , ์กฐ์ง€ํ˜„ 2 Jun Soo Kim 1,# , Sung Woo Park 1 , Sung Wook Kang 1 , and Ji Hyun Cho 2 1 LIG ๋„ฅ์Šค์› ๊ธฐ๊ณ„์—ฐ๊ตฌ์†Œ (Mechanical Engineering R&D Lab, LIG Nex1 Co., Ltd.) 2 ๊ตญ๋ฐฉ๊ณผํ•™์—ฐ๊ตฌ์†Œ (Agency for Defense Development) # Corresponding Author / E-mail: [email protected], TEL: +82-31-8026-4465, FAX: +82-31-8026-7084 KEYWORDS: Finite element analysis ( ์œ ํ•œ์š”์†Œํ•ด์„), Dynamic response ( ๋™์  ํŠน์„ฑ), Anti-vibration design ( ๋‚ด์ง„์„ค๊ณ„) For this study, A vibration attenuation of the vibration absorber that is attached to the flight structures was carried out. Flight structures are stabilized to allow for operations in various operating environments; however, as the size and weight of the flight structures are reduced, to meet the requisite performance, the operating-environment-induced vibrations lead to a degraded operating performance; therefore, the reduction of these vibrations should lead to an increased operating performance. The vibration absorber includes a compliant energy-storage device, such as a spring, and is mass secured to the energy-storage device. In this study, the research to prepare the anti-vibration design of the flight structures was accomplished, and the vibration of the flight structures was analyzed using the finite element analysis; accordingly, a vibration experiment for the verification of the result of the finite element analysis was also conducted. Further, the design guidelines of a tuned mass damper were obtained. Manuscript received: August 9, 2016 / Revised: October 31, 2016 / Accepted: March 7, 2017 1. ์„œ๋ก  ์ง€์ƒ์šฉ ์ด๋™ํ˜• ์žฅ๋น„, ํ•ญ๊ณต๊ธฐ, ๋ฌด์ธ๊ธฐ ๋“ฑ์˜ ๊ธฐ๊ณ„ ์‹œ์Šคํ…œ์€ ๊ทธ ์‹œ ์Šคํ…œ์˜ ํ™œ์šฉ๋„ ํ–ฅ์ƒ์„ ์œ„ํ•ด ๋‹ค์–‘ํ•œ ์„ฑ๋Šฅ์˜ ํƒ‘์žฌ์ฒด๋ฅผ ์„ค์น˜ํ•˜์—ฌ ์šด ์šฉํ•œ๋‹ค. ์ด๋•Œ ๊ธฐ๊ณ„ ์‹œ์Šคํ…œ์— ์„ค์น˜๋œ ํƒ‘์žฌ์ฒด๋Š” ๊ธฐ๊ณ„ ์‹œ์Šคํ…œ๊ณผ ๋ชฉํ‘œ ๋ฌผ๊ณผ์˜ ๊ฑฐ๋ฆฌ, ๋ฐฉํ–ฅ ๋“ฑ์˜ ์ •๋ณด๋ฅผ ํŒŒ์•…ํ•˜์—ฌ ์šด์šฉ์ž์—๊ฒŒ ์ „๋‹ฌํ•˜๋ฉฐ, ์šด์šฉ์ž๊ฐ€ ๊ทธ ์ •๋ณด๋ฅผ ํ™œ์šฉํ•˜๋„๋ก ํ•˜๋Š” ์—ญํ• ์„ ์ˆ˜ํ–‰ํ•œ๋‹ค. ๊ธฐ๊ณ„ ์‹œ์Šคํ…œ์— ์„ค์น˜๋œ ํƒ‘์žฌ์ฒด๋Š” ์‹œ์Šคํ…œ์˜ ์šด์šฉํ™˜๊ฒฝ์— ๋”ฐ๋ผ ๊ฐ ๊ฐ์˜ ์„ค๊ณ„ ์š”๊ตฌ์กฐ๊ฑด์„ ๊ฐ–๊ฒŒ ๋œ๋‹ค. ํŠนํžˆ ๋น„ํ–‰๊ตฌ์กฐ๋ฌผ ๋“ฑ์˜ ๊ณ ๊ธฐ๋™ ํ”Œ๋žซํผ์— ์„ค์น˜๋˜๋Š” ํƒ‘์žฌ์ฒด์˜ ๊ฒฝ์šฐ ํƒ€ ์‹œ์Šคํ…œ์— ๋น„ํ•ด ๊ฐ€ํ˜นํ•œ ์šด์šฉ ํ™˜๊ฒฝ์— ๋…ธ์ถœ๋œ๋‹ค. ๋น„ํ–‰๊ตฌ์กฐ๋ฌผ์˜ ์šด์šฉ ์‹œ ๋น„ํ–‰๊ตฌ์กฐ๋ฌผ์—๋Š” ์ถ”์ง„๋ ฅ, ๊ณต๋ ฅ, ๊ตฌ์กฐ๋ฌผ์˜ ๊ด€์„ฑ ๋ฐ ํƒ„์„ฑ ๋“ฑ์˜ ์ƒํ˜ธ์ž‘์šฉ์— ์˜ํ•ด ์ง„๋™์ด ๋ฐœ์ƒ ํ•˜๊ฒŒ ๋˜๋ฉฐ, ์ด๋•Œ ๋ฐœ์ƒํ•œ ์ง„๋™์€ ๋น„ํ–‰๊ตฌ์กฐ๋ฌผ๊ณผ ํƒ‘์žฌ์ฒด์˜ ์ธํ„ฐํŽ˜์ด ์Šค๋ฅผ ํ†ตํ•ด ํƒ‘์žฌ์ฒด ๋‚ด๋ถ€๋กœ ์ „๋‹ฌ๋œ๋‹ค. ์ด๋ ‡๊ฒŒ ์ „๋‹ฌ๋œ ์ง„๋™์€ ํƒ‘์žฌ์ฒด ๋‚ด๋ถ€ ์ „์ž์žฅ๋น„ ๋ฐ ๊ตฌ๋™์žฅ๋น„์˜ ๊ตฌ๋™ํŠน์„ฑ์— ์˜ํ–ฅ์„ ์ฃผ์–ด ํƒ‘์žฌ์ฒด ์„ฑ ๋Šฅ์— ์•…์˜ํ–ฅ์„ ์ค„ ๋ฟ๋งŒ ์•„๋‹ˆ๋ผ ๋‚ด๊ตฌ์„ฑ์— ์˜ํ–ฅ์„ ๋ฏธ์ณ ํƒ‘์žฌ์ฒด์˜ ์ˆ˜๋ช…์„ ์•…ํ™” ์‹œํ‚จ๋‹ค. ํƒ‘์žฌ์ฒด๋ฅผ ์„ค์น˜ํ•œ ๋น„ํ–‰๊ตฌ์กฐ๋ฌผ์˜ ๊ธฐ๋™์„ฑ๋Šฅ ํ–ฅ์ƒ ์ถ”์„ธ์— ๋”ฐ๋ผ ๋น„ ํ–‰๊ตฌ์กฐ๋ฌผ์˜ ์ถ”์ง„๋ ฅ์€ ์ ์  ์ฆ๊ฐ€๋˜๋Š” ๋ฐ˜๋ฉด, ๊ฒฝ๋Ÿ‰ํ™” ์†Œํ˜•ํ™” ์„ค๊ณ„์— ๋Œ€ํ•œ ์š”๊ตฌ๊ฐ€ ์ฆ๊ฐ€ํ•˜๊ณ  ์žˆ๋‹ค. ๋น„ํ–‰๊ตฌ์กฐ๋ฌผ์˜ ์ถ”์ง„๋ ฅ ์ฆ๊ฐ€๋Š” ํƒ‘์žฌ์ฒด ์™€์˜ ์ธํ„ฐํŽ˜์ด์Šค๋ฅผ ํ†ตํ•ด ์ „๋‹ฌ๋˜๋Š” ์ง„๋™์„ ์ฆ๊ฐ€์‹œํ‚ค๋ฉฐ, ๋”ฐ๋ผ์„œ ํƒ‘ ์žฌ์ฒด ๋‚ด๋ถ€์˜ ์ง„๋™์‘๋‹ต ์—ญ์‹œ ์ฆ๊ฐ€ํ•˜๊ฒŒ ๋œ๋‹ค. ๋˜ํ•œ ํƒ‘์žฌ์ฒด์˜ ๊ฒฝ๋Ÿ‰ํ™”, ์†Œํ˜•ํ™” ์„ค๊ณ„๋Š” ํƒ‘์žฌ์ฒด ๊ฐ•์„ฑ์„ ์ €ํ•˜์‹œ์ผœ ํƒ‘์žฌ์ฒด ๋‚ด๋ถ€ ์ง„๋™์‘๋‹ต์„ ํฌ๊ฒŒ ์ฆํญ์‹œํ‚ค๊ธฐ ๋•Œ๋ฌธ์— ์ด๋ฅผ ๊ฐ์†Œ ํ˜น์€ ์†Œ์‚ฐ์‹œํ‚ค๋Š” ์„ค๊ณ„๊ฐ€ ์ง„ํ–‰ ๋˜์–ด์•ผ ํ•œ๋‹ค. ์ด๋Ÿฐ ํƒ‘์žฌ์ฒด์— ์ž‘์šฉํ•˜๋Š” ์ง„๋™์€ ์—ฌ๋Ÿฌ ๊ฐ€์ง€ ์ง„๋™๋ชจ๋“œ ์˜ ์กฐํ•ฉํ˜•ํƒœ๋ฅผ ๊ฐ€์ง€๋Š”๋ฐ ๋จผ์ € ์ €์ฃผํŒŒ ์ง„๋™๋ชจ๋“œ์— ์˜ํ•œ ์ง„๋™์€ Copyright ยฉ The Korean Society for Precision Engineering This is an Open-Access article distributed under the terms of the Creative Commons Attribution Non-Commercial License (http://creativecommons.org/licenses/by-nc/ 3.0) which permits unrestricted non-commercial use, distribution, and reproduction in any medium, provided the original work is properly cited.

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Page 1: Vibration Absorber Design and Finite Element Analysis

ํ•œ๊ตญ์ •๋ฐ€๊ณตํ•™ํšŒ์ง€ ์ œ 34๊ถŒ ์ œ 5ํ˜ธ pp. 331-336 May 2017 / 331

J. Korean Soc. Precis. Eng., Vol. 34, No. 5, pp. 331-336 https://doi.org/10.7736/KSPE.2017.34.5.331

ISSN 1225-9071 (Print) / 2287-8769 (Online)

๋น„ํ–‰์ฒด ๋‚ด์ง„์„ค๊ณ„๋ฅผ ์œ„ํ•œ ๋™ํก์ง„๊ธฐ ์„ค๊ณ„์™€ ์œ ํ•œ์š”์†Œํ•ด์„ ๋ชจ๋ธ ๊ตฌ์ถ•

๋ฐ ์‹œํ—˜

Vibration Absorber Design and Finite Element Analysis Model Buildingand Experimental Ion to Prepare the Anti-Vibration Design for the FlightStructure

๊น€์ค€์ˆ˜1,#, ๋ฐ•์„ฑ์šฐ1, ๊ฐ•์„ฑ์šฑ1, ์กฐ์ง€ํ˜„2

Jun Soo Kim1,#, Sung Woo Park1, Sung Wook Kang1, and Ji Hyun Cho2

1 LIG ๋„ฅ์Šค์› ๊ธฐ๊ณ„์—ฐ๊ตฌ์†Œ (Mechanical Engineering R&D Lab, LIG Nex1 Co., Ltd.)

2 ๊ตญ๋ฐฉ๊ณผํ•™์—ฐ๊ตฌ์†Œ (Agency for Defense Development)

# Corresponding Author / E-mail: [email protected], TEL: +82-31-8026-4465, FAX: +82-31-8026-7084

KEYWORDS: Finite element analysis (์œ ํ•œ์š”์†Œํ•ด์„), Dynamic response (๋™์  ํŠน์„ฑ), Anti-vibration design (๋‚ด์ง„์„ค๊ณ„)

For this study, A vibration attenuation of the vibration absorber that is attached to the flight structures was carried out.

Flight structures are stabilized to allow for operations in various operating environments; however, as the size and weight of

the flight structures are reduced, to meet the requisite performance, the operating-environment-induced vibrations lead to a

degraded operating performance; therefore, the reduction of these vibrations should lead to an increased operating

performance. The vibration absorber includes a compliant energy-storage device, such as a spring, and is mass secured to

the energy-storage device. In this study, the research to prepare the anti-vibration design of the flight structures was

accomplished, and the vibration of the flight structures was analyzed using the finite element analysis; accordingly, a

vibration experiment for the verification of the result of the finite element analysis was also conducted. Further, the design

guidelines of a tuned mass damper were obtained.

Manuscript received: August 9, 2016 / Revised: October 31, 2016 / Accepted: March 7, 2017

1. ์„œ๋ก 

์ง€์ƒ์šฉ ์ด๋™ํ˜• ์žฅ๋น„, ํ•ญ๊ณต๊ธฐ, ๋ฌด์ธ๊ธฐ ๋“ฑ์˜ ๊ธฐ๊ณ„ ์‹œ์Šคํ…œ์€ ๊ทธ ์‹œ

์Šคํ…œ์˜ ํ™œ์šฉ๋„ ํ–ฅ์ƒ์„ ์œ„ํ•ด ๋‹ค์–‘ํ•œ ์„ฑ๋Šฅ์˜ ํƒ‘์žฌ์ฒด๋ฅผ ์„ค์น˜ํ•˜์—ฌ ์šด

์šฉํ•œ๋‹ค. ์ด๋•Œ ๊ธฐ๊ณ„ ์‹œ์Šคํ…œ์— ์„ค์น˜๋œ ํƒ‘์žฌ์ฒด๋Š” ๊ธฐ๊ณ„ ์‹œ์Šคํ…œ๊ณผ ๋ชฉํ‘œ

๋ฌผ๊ณผ์˜ ๊ฑฐ๋ฆฌ, ๋ฐฉํ–ฅ ๋“ฑ์˜ ์ •๋ณด๋ฅผ ํŒŒ์•…ํ•˜์—ฌ ์šด์šฉ์ž์—๊ฒŒ ์ „๋‹ฌํ•˜๋ฉฐ,

์šด์šฉ์ž๊ฐ€ ๊ทธ ์ •๋ณด๋ฅผ ํ™œ์šฉํ•˜๋„๋ก ํ•˜๋Š” ์—ญํ• ์„ ์ˆ˜ํ–‰ํ•œ๋‹ค.

๊ธฐ๊ณ„ ์‹œ์Šคํ…œ์— ์„ค์น˜๋œ ํƒ‘์žฌ์ฒด๋Š” ์‹œ์Šคํ…œ์˜ ์šด์šฉํ™˜๊ฒฝ์— ๋”ฐ๋ผ ๊ฐ

๊ฐ์˜ ์„ค๊ณ„ ์š”๊ตฌ์กฐ๊ฑด์„ ๊ฐ–๊ฒŒ ๋œ๋‹ค. ํŠนํžˆ ๋น„ํ–‰๊ตฌ์กฐ๋ฌผ ๋“ฑ์˜ ๊ณ ๊ธฐ๋™

ํ”Œ๋žซํผ์— ์„ค์น˜๋˜๋Š” ํƒ‘์žฌ์ฒด์˜ ๊ฒฝ์šฐ ํƒ€ ์‹œ์Šคํ…œ์— ๋น„ํ•ด ๊ฐ€ํ˜นํ•œ ์šด์šฉ

ํ™˜๊ฒฝ์— ๋…ธ์ถœ๋œ๋‹ค. ๋น„ํ–‰๊ตฌ์กฐ๋ฌผ์˜ ์šด์šฉ ์‹œ ๋น„ํ–‰๊ตฌ์กฐ๋ฌผ์—๋Š” ์ถ”์ง„๋ ฅ,

๊ณต๋ ฅ, ๊ตฌ์กฐ๋ฌผ์˜ ๊ด€์„ฑ ๋ฐ ํƒ„์„ฑ ๋“ฑ์˜ ์ƒํ˜ธ์ž‘์šฉ์— ์˜ํ•ด ์ง„๋™์ด ๋ฐœ์ƒ

ํ•˜๊ฒŒ ๋˜๋ฉฐ, ์ด๋•Œ ๋ฐœ์ƒํ•œ ์ง„๋™์€ ๋น„ํ–‰๊ตฌ์กฐ๋ฌผ๊ณผ ํƒ‘์žฌ์ฒด์˜ ์ธํ„ฐํŽ˜์ด

์Šค๋ฅผ ํ†ตํ•ด ํƒ‘์žฌ์ฒด ๋‚ด๋ถ€๋กœ ์ „๋‹ฌ๋œ๋‹ค. ์ด๋ ‡๊ฒŒ ์ „๋‹ฌ๋œ ์ง„๋™์€ ํƒ‘์žฌ์ฒด

๋‚ด๋ถ€ ์ „์ž์žฅ๋น„ ๋ฐ ๊ตฌ๋™์žฅ๋น„์˜ ๊ตฌ๋™ํŠน์„ฑ์— ์˜ํ–ฅ์„ ์ฃผ์–ด ํƒ‘์žฌ์ฒด ์„ฑ

๋Šฅ์— ์•…์˜ํ–ฅ์„ ์ค„ ๋ฟ๋งŒ ์•„๋‹ˆ๋ผ ๋‚ด๊ตฌ์„ฑ์— ์˜ํ–ฅ์„ ๋ฏธ์ณ ํƒ‘์žฌ์ฒด์˜

์ˆ˜๋ช…์„ ์•…ํ™” ์‹œํ‚จ๋‹ค.

ํƒ‘์žฌ์ฒด๋ฅผ ์„ค์น˜ํ•œ ๋น„ํ–‰๊ตฌ์กฐ๋ฌผ์˜ ๊ธฐ๋™์„ฑ๋Šฅ ํ–ฅ์ƒ ์ถ”์„ธ์— ๋”ฐ๋ผ ๋น„

ํ–‰๊ตฌ์กฐ๋ฌผ์˜ ์ถ”์ง„๋ ฅ์€ ์ ์  ์ฆ๊ฐ€๋˜๋Š” ๋ฐ˜๋ฉด, ๊ฒฝ๋Ÿ‰ํ™” ์†Œํ˜•ํ™” ์„ค๊ณ„์—

๋Œ€ํ•œ ์š”๊ตฌ๊ฐ€ ์ฆ๊ฐ€ํ•˜๊ณ  ์žˆ๋‹ค. ๋น„ํ–‰๊ตฌ์กฐ๋ฌผ์˜ ์ถ”์ง„๋ ฅ ์ฆ๊ฐ€๋Š” ํƒ‘์žฌ์ฒด

์™€์˜ ์ธํ„ฐํŽ˜์ด์Šค๋ฅผ ํ†ตํ•ด ์ „๋‹ฌ๋˜๋Š” ์ง„๋™์„ ์ฆ๊ฐ€์‹œํ‚ค๋ฉฐ, ๋”ฐ๋ผ์„œ ํƒ‘

์žฌ์ฒด ๋‚ด๋ถ€์˜ ์ง„๋™์‘๋‹ต ์—ญ์‹œ ์ฆ๊ฐ€ํ•˜๊ฒŒ ๋œ๋‹ค. ๋˜ํ•œ ํƒ‘์žฌ์ฒด์˜ ๊ฒฝ๋Ÿ‰ํ™”,

์†Œํ˜•ํ™” ์„ค๊ณ„๋Š” ํƒ‘์žฌ์ฒด ๊ฐ•์„ฑ์„ ์ €ํ•˜์‹œ์ผœ ํƒ‘์žฌ์ฒด ๋‚ด๋ถ€ ์ง„๋™์‘๋‹ต์„

ํฌ๊ฒŒ ์ฆํญ์‹œํ‚ค๊ธฐ ๋•Œ๋ฌธ์— ์ด๋ฅผ ๊ฐ์†Œ ํ˜น์€ ์†Œ์‚ฐ์‹œํ‚ค๋Š” ์„ค๊ณ„๊ฐ€ ์ง„ํ–‰

๋˜์–ด์•ผ ํ•œ๋‹ค. ์ด๋Ÿฐ ํƒ‘์žฌ์ฒด์— ์ž‘์šฉํ•˜๋Š” ์ง„๋™์€ ์—ฌ๋Ÿฌ ๊ฐ€์ง€ ์ง„๋™๋ชจ๋“œ

์˜ ์กฐํ•ฉํ˜•ํƒœ๋ฅผ ๊ฐ€์ง€๋Š”๋ฐ ๋จผ์ € ์ €์ฃผํŒŒ ์ง„๋™๋ชจ๋“œ์— ์˜ํ•œ ์ง„๋™์€

Copyright ยฉ The Korean Society for Precision Engineering

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Page 2: Vibration Absorber Design and Finite Element Analysis

332 / May 2017 ํ•œ๊ตญ์ •๋ฐ€๊ณตํ•™ํšŒ์ง€ ์ œ 34๊ถŒ ์ œ 5ํ˜ธ

ํƒ‘์žฌ์ฒด ์ฃผ ๊ตฌ์กฐ๋ฌผ์˜ ๊ฐ•์„ฑ์— ์˜ํ•ด ๋ฐœ์ƒํ•˜๊ฒŒ ๋œ๋‹ค. ์ €์ฃผํŒŒ ์ง„๋™๋ชจ๋“œ

์˜ ์ง„๋™์€ ๋ณ€์œ„๊ฐ€ ํฌ๊ธฐ ๋•Œ๋ฌธ์— ํƒ‘์žฌ์ฒด ๋‚ด๋ถ€ ๊ตฌ๋™์žฅ๋น„์˜ ๊ตฌ๋™ ์„ฑ

๋Šฅ์— ์˜ํ–ฅ์„ ๋ฏธ์น˜๊ณ , ํ”Œ๋žซํผ ํŒŒ์† ์›์ธ์ด ๋œ๋‹ค. ๋ฐ˜๋ฉด ๊ณ ์ฃผํŒŒ ์ง„๋™

๋ชจ๋“œ๋Š” ํƒ‘์žฌ์ฒด ์šด์šฉ ์‹œ ๋‚ด๋ถ€ ๊ตฌ์„ฑํ’ˆ ๊ฐ„ ์ƒ๋Œ€์šด๋™์— ์˜ํ•ด ๋ฐœ์ƒ๋˜

์–ด ํƒ‘์žฌ์ฒด ๋‚ด๋ถ€ ์ „์ž๋ชจ๋“ˆ ์„ฑ๋Šฅ์— ์˜ํ–ฅ์„ ์ค€๋‹ค. ๋”ฐ๋ผ์„œ ํƒ‘์žฌ์ฒด ํ”Œ

๋žซํผ ๋ฐ ์ „์ž๋ชจ๋“ˆ ํŒŒ์† ๋ฐฉ์ง€๋ฅผ ์œ„ํ•ด ์ €์ฃผํŒŒ ๋ฐ ๊ณ ์ฃผํŒŒ ๋ชจ๋“œ์˜ ์ง„

๋™์„ ๋ชจ๋‘ ๊ฐ์†Œ ์‹œํ‚ค๋Š” ๊ฒƒ์„ ๊ณ ๋ คํ•ด์•ผ ํ•œ๋‹ค.

๊ธฐ์กด ์™ธํŒ” ๋ณด ํ˜•ํƒœ๋ฅผ ๊ฐ–๋Š” ๊ตฌ์กฐ๋ฌผ์— ๋ฐœ์ƒํ•˜๋Š” ์ง„๋™์‘๋‹ต์„ ์ค„์ด

๋Š” ๋ฐฉ๋ฒ•์œผ๋กœ ๊ตฌ์กฐ๋ฌผ ์„ค๊ณ„ ์‹œ ๊ตฌ์กฐ๋ณด๊ฐ•์„ ํ†ตํ•˜์—ฌ ๊ตฌ์กฐ๋ฌผ ๊ฐ•์„ฑ์„

์ฆ๊ฐ€์‹œ์ผœ ๊ตฌ์กฐ๋ฌผ ์œ ์—ฐ๋ชจ๋“œ์— ์˜ํ•œ ๋ฆฌ์…‰ํ„ด์Šค(Reacceptance)๋ฅผ ์ค„

์ด๋Š” ๋ฐฉ๋ฒ•์ด ์ฃผ๋กœ ์‚ฌ์šฉ๋˜์—ˆ๋‹ค. ์ดํ›„ ๋ณตํ•ฉ์žฌ๋ฃŒ์˜ ๋ฐœ๋‹ฌ๋กœ ๊ตฌ์กฐ๋ฌผ์—

์ ํƒ„์„ฑ๋ฌผ์งˆ ์ ์šฉ ๋ฐ ์„ค๊ณ„ ์ตœ์ ํ™”๋ฅผ ํ†ตํ•ด ์™ธํŒ”๋ณด ํ˜•ํƒœ๋ฅผ ๊ฐ–๋Š” ๊ตฌ

์กฐ๋ฌผ์˜ ์ง„๋™์„ ์ตœ์†Œํ™” ํ•˜๋Š” ๋ฐฉ๋ฒ•์— ๋Œ€ํ•œ ์ด๋ก ์ , ์‹œํ—˜์  ์—ฐ๊ตฌ๊ฐ€

์ง„ํ–‰๋˜์—ˆ๋‹ค. ํ•˜์ง€๋งŒ ๊ตฌ์กฐ๋ฌผ์˜ ๊ฐ•์„ฑ์„ ์ฆ๊ฐ€์‹œํ‚ค๋Š” ๋ฐฉ๋ฒ•์€ ํƒ‘์žฌ์ฒด

ํ”Œ๋žซํผ์˜ ๋ฌด๊ฒŒ๋ฅผ ์ฆ๊ฐ€์‹œ์ผœ ํƒ‘์žฌ์ฒด์˜ ์†Œํ˜•ํ™”, ๊ฒฝ๋Ÿ‰ํ™” ๊ฐœ๋ฐœ ๋ชฉ์ ์—

๋ถ€ํ•ฉํ•˜์ง€ ์•Š์œผ๋ฉฐ, ํƒ‘์žฌ์ฒด ๋ฌด๊ฒŒ์ค‘์‹ฌ์˜ ๋ณ€ํ™”๋กœ ์ธํ•œ ๋ถˆ๊ท ํ˜•์„ ์ดˆ๋ž˜

ํ•œ๋‹ค. ๋˜ํ•œ ๊ณ ์˜จ ํ™˜๊ฒฝ์— ๋…ธ์ถœ๋˜๋Š” ํƒ‘์žฌ์ฒด๋Š” ๋‚ด๋ถ€ ์—ด์— ์˜ํ•ด ์ ํƒ„

์„ฑ ์žฌ๋ฃŒ์˜ ๋ณ€ํ˜• ๋ฐ ์„ฑ๋Šฅ ์ €ํ•˜๊ฐ€ ๋ฐœ์ƒํ•  ์ˆ˜ ์žˆ๊ธฐ ๋•Œ๋ฌธ์— ์ ์šฉ์— ํ•œ

๊ณ„๊ฐ€ ์žˆ๋‹ค.1-3

์™ธํŒ”๋ณด ํ˜•ํƒœ์˜ ๊ตฌ์กฐ๋ฌผ์— ๋ฐœ์ƒํ•˜๋Š” ์ง„๋™์‘๋‹ต ์ €๊ฐ ๋ฐฉ๋ฒ•์œผ๋กœ ๊ฐ

์‡ ๊ธฐ๋ฅผ ์ ์šฉํ•˜๋Š” ์—ฐ๊ตฌ๊ฐ€ ์ง„ํ–‰๋˜์—ˆ๋Š”๋ฐ Eric. Kathe๋Š” ํฌ์‹ ์˜ ์ง„

๋™์‘๋‹ต ๊ฐ์†Œ๋ฅผ ์œ„ํ•ด ํฌ์‹  ๋๋‹จ์— ์Šคํ”„๋ง ๋กœ๋“œ(Spring Rod)๋‹ค๋ฐœ๊ณผ

์ง„๋™ํก์ˆ˜์šฉ ๊ฐ์‡ ์งˆ๋Ÿ‰(Absorber Mass)์„ ๋‹จ ์ˆ˜๋™ํ˜• ์งˆ๋Ÿ‰ ๊ฐ์‡ ๊ธฐ

์˜ ์Šคํ”„๋ง ๋กœ๋“œ์˜ ๊ฐœ์ˆ˜์— ๋”ฐ๋ฅธ ์ง„๋™๊ฐ์‡  ํšจ๊ณผ์— ๋Œ€ํ•œ ์—ฐ๊ตฌ๋ฅผ ์ˆ˜

ํ–‰ํ•˜์˜€๋‹ค. ์ด๋Ÿฐ ์ˆ˜๋™ํ˜• ์งˆ๋Ÿ‰ ๊ฐ์‡ ๊ธฐ์˜ ์„ค์น˜๋Š” ๊ณต๊ฐ„ ๋ฐ ์ค‘๋Ÿ‰์— ์ œ

ํ•œ์„ ๊ฐ€์ง€๊ณ  ์žˆ์–ด ํƒ‘์žฌ์ฒด ์ ์šฉ์— ์–ด๋ ค์›€์„ ๊ฐ€์ง€๊ณ  ์žˆ๋‹ค.4,5

2011๋…„ ๊ณฝ๋™๊ธฐ ๋“ฑ์€ ์™ธํŒ”๋ณด ํ˜•ํƒœ๋ฅผ ๊ฐ–๋Š” ํฌ์‹ ์˜ ์ง„๋™์‘๋‹ต ๊ฐ์‡ 

๋ฅผ ์œ„ํ•ด ๋™ํก์ง„๊ธฐ๋ฅผ ์ ์šฉํ•˜๊ณ  ์ด์— ๋Œ€ํ•œ ์ด๋ก ์ , ์‹œํ—˜์  ๋ฐ ํ•ด์„

์  ๊ฒ€์ฆ์„ ์ง„ํ–‰ํ•˜์˜€๋‹ค. ํ™”ํฌ ํฌ์‹ ์˜ ๊ฒฝ์šฐ ์™ธํŒ”๋ณด์˜ ํ˜•ํƒœ๋ฅผ ๊ฐ–๋Š”

๊ตฌ์กฐ๋ฌผ ์ค‘์—์„œ๋„ ๊ฐ€์žฅ ๋‹จ์ˆœํ•œ ๊ตฌ์กฐ๋ฅผ ๊ฐ–๊ธฐ ๋•Œ๋ฌธ์— ์ด๋ก ํ•ด๋ฅผ ๊ตฌํ•ด

๋Š” ๊ฒƒ์ด ๊ฐ€๋Šฅํ•˜๋‹ค.6,7

ํƒ‘์žฌ์ฒด๋Š” ์™ธํŒ”๋ณด์˜ ํ˜•ํƒœ๋ฅผ ๊ฐ–๋Š” ๊ธฐ๊ณ„ ๊ตฌ์กฐ๋ฌผ์ด๋‹ค. ์™ธํŒ”๋ณด ํ˜•ํƒœ

๋ฅผ ๊ฐ–๋Š” ๋Œ€๋ถ€๋ถ„์˜ ๊ธฐ๊ณ„ ๊ตฌ์กฐ๋ฌผ์˜๊ฒฝ์šฐ ์˜ค์ผ๋Ÿฌ ๋ณด ์ด๋ก (Euler Beam

Theory) ํ˜น์€ ํ‹ฐ๋ชจ์„ผ์ฝ” ๋ณด ์ด๋ก (Timoshenko Beam Theory)์„ ํ™œ

์šฉํ•˜์—ฌ ์ด๋ก ํ•ด๋ฅผ ๋„์ถœํ•  ์ˆ˜ ์žˆ๋‹ค. ํ•˜์ง€๋งŒ ํƒ‘์žฌ์ฒด์˜ ๊ฒฝ์šฐ ๊ธฐ๊ณ„ ๊ตฌ

์กฐ๋ฌผ๊ณผ ๋‹ค์–‘ํ•œ ์ „์ž ๋ชจ๋“ˆ๋กœ ๊ตฌ์„ฑ๋˜์–ด ์žˆ๊ณ , ํŠนํžˆ ์„ธ์žฅ๋น„๊ฐ€ ์ž‘์•„

์ด๋ก ํ•ด๋ฅผ ๊ตฌํ•˜๋Š”๋ฐ ์ œ์•ฝ์„ ๊ฐ€์ง€๊ณ  ์žˆ๋‹ค. ์ด์™€ ๊ฐ™์ด ์ด๋ก ํ•ด๋ฅผ ๊ตฌํ•˜

๊ธฐ ์–ด๋ ค์šด ๊ฒฝ์šฐ ์œ ํ•œ์š”์†Œํ•ด์„(Finite Element Analysis, FEA)์„ ์„ค

๊ณ„์— ํ™œ์šฉํ•  ์ˆ˜ ์žˆ๋‹ค.8,9

๋™ํก์ง„๊ธฐ๋Š” ๊ธฐ๊ณ„ ๊ตฌ์กฐ๋ฌผ ์ค‘ ์ผ์ • ์ง„๋™์ˆ˜๋กœ ์ง„๋™ํ•˜๋Š” ํฐ ์ง„๋™์ฒด

์— ์ž‘์€ ์งˆ๋Ÿ‰-์Šคํ”„๋ง๊ณ„๋ฅผ ๋ถ€์ฐฉํ•˜์—ฌ ์ง„๋™์„ ์ค„์ด๋Š” ๋ฐฉ๋ฒ•์œผ๋กœ, ์ผ์ •

์ง„๋™์ˆ˜๋กœ ์ง„๋™ํ•˜๋Š” ์ง„๋™์ฒด์— ๋ถ€์ฐฉ๋œ ์งˆ๋Ÿ‰-์Šคํ”„๋ง๊ณ„์˜ ๋™ํก์ง„๊ธฐ

๊ณ ์œ ์ง„๋™์ˆ˜๋ฅผ ์ง„๋™์ฒด์˜ ์ง„๋™์ˆ˜์™€ ๊ฐ™๋„๋ก ๋งŒ๋“ค์–ด ์ง„๋™์ฒด์˜ ์ง„๋™์„

์ค„์ด๊ฑฐ๋‚˜ ์—†์•จ ์ˆ˜ ์žˆ๋Š” ๊ฐ์‡ ์žฅ์น˜ ์ด๋‹ค. ์ด๋Ÿฐ ๋™ํก์ง„๊ธฐ๋Š” ํฐ ๊ณต๊ฐ„

๋ฐ ์ค‘๋Ÿ‰์ฆ๊ฐ€ ์—†์ด ์„ค์น˜ ๊ฐ€๋Šฅํ•˜์—ฌ, ๊ณต๊ฐ„ ์ œ์•ฝ์œผ๋กœ ์ธํ•ด ๊ฐ์‡ ์žฅ์น˜๋ฅผ

์„ค์น˜ํ•  ์ˆ˜ ์—†๋Š” ๊ฒฝ์šฐ ๋ฐ ๊ฐ์‡ ์žฅ์น˜๋ฅผ ํ†ตํ•œ ์ง„๋™ ์ €๊ฐ์— ํ•œ๊ณ„๊ฐ€ ์žˆ

๋Š” ๊ฒฝ์šฐ, ๊ตฌ์กฐ๋ฌผ์˜ ์ •๋ ฌ์ด ๋งค์šฐ ์ค‘์š”ํ•œ ์„ค๊ณ„์š”๊ตฌ์‚ฌํ•ญ ์ด์–ด์„œ ๊ฐ์‡ 

์žฅ์น˜ ์„ค์น˜๋กœ ์ธํ•ด ๋ฐœ์ƒ๋˜๋Š” ๋ณ€์œ„๊ฐ€ ๋ฌธ์ œ๋˜๋Š” ๊ฒฝ์šฐ, ์ด๋ฏธ ์„ค๊ณ„๊ฐ€

์™„๋ฃŒ๋œ ๊ธฐ๊ณ„ ์‹œ์Šคํ…œ์— ์ง„๋™ ์ €๊ฐ์ด ํ•„์š”ํ•œ ๊ฒฝ์šฐ ๋˜๋Š” ๊ตญ๋ถ€์ง„๋™๋ชจ

๋“œ์— ๋Œ€ํ•œ ์ง„๋™์ €๊ฐ์ด ํ•„์š”ํ•  ๊ฒฝ์šฐ ์œ ์šฉํ•˜๋‹ค. ๋”ฐ๋ผ์„œ ์ด๋Ÿฐ ๋™ํก์ง„

๊ธฐ์˜ ํŠน์„ฑํ™œ์šฉ ์‹œ ํƒ‘์žฌ์ฒด๊ฐ€ ๊ฐ€์ง€๋Š” ๋ฌด๊ฒŒ, ๊ณต๊ฐ„ ๋“ฑ์˜ ๋ฌธ์ œ๋ฅผ ์ตœ์†Œ

ํ•œ์˜ ์„ค๊ณ„๋ณ€๊ฒฝ์œผ๋กœ ํ•ด๊ฒฐํ•  ์ˆ˜ ์žˆ๋‹ค.

๋ณธ ์—ฐ๊ตฌ์—์„œ๋Š” ๊ธฐ์กด์— ์ œ์ž‘๋œ ํƒ‘์žฌ์ฒด์˜ ์„ค๊ณ„๋ณ€๊ฒฝ์„ ์ตœ์†Œํ™” ํ•˜

๋ฉด์„œ ํƒ‘์žฌ์ฒด ๋‚ด๋ถ€ ์ง„๋™์‘๋‹ต ์ €๊ฐ๋ฐฉ์•ˆ์œผ๋กœ ํƒ‘์žฌ์ฒด ๋‚ด๋ถ€ ๊ตฌ์„ฑํ’ˆ ์„ค

๊ณ„ ๋ฐ ๋ฐฐ์น˜ ์‹œ ๋™ํก์ง„๊ธฐ์˜ ์šด์šฉ ๊ฐœ๋…์„ ์ ์šฉํ•˜๋Š” ๊ฒƒ์— ๋Œ€ํ•œ ์—ฐ๊ตฌ

๋ฅผ ์ง„ํ–‰ํ•˜์˜€๋‹ค(Fig. 1).

์šด์šฉํ™˜๊ฒฝ์—์„œ ํƒ‘์žฌ์ฒด์˜ ์•ˆ์ „์„ฑ ๋ฐ ์‹ ๋ขฐ์„ฑ ๊ฒ€์ฆ์„ ์œ„ํ•ด ์œ ํ•œ์š”

์†Œํ•ด์„์„ ์ˆ˜ํ–‰ํ•˜์—ฌ, ํƒ‘์žฌ์ฒด์˜ ์ง„๋™์‘๋‹ต์„ ๋„์ถœํ•˜์˜€๊ณ , ๊ตฌ์กฐ์ง„๋™

์‹œํ—˜์„ ํ†ตํ•ด ๊ฒ€์ฆํ•˜์˜€๋‹ค.

2. ๋ณธ๋ก 

2.1 FEA ๋ชจ๋ธ ๊ตฌ์ถ• ์ ˆ์ฐจ

ํƒ‘์žฌ์ฒด ๋‚ด๋ถ€ ์ „์ž๋ชจ๋“ˆ ๋ฐ ์ผ€์ด๋ธ” ๋“ฑ ๋ชจ๋“  ๊ตฌ์„ฑํ’ˆ์„ ๊ณ ๋ คํ•œ

FEA ๋ชจ๋ธ ๊ตฌ์ถ• ๋ฐ ์œ ํ•œ์š”์†Œํ•ด์„ ์ง„ํ–‰ ์‹œ ๋งŽ์€ ๋น„์šฉ์ด ์†Œ์š”๋œ๋‹ค.

๋”ฐ๋ผ์„œ ์ด๋Ÿฐ ๋น„์šฉ์„ ์ตœ์†Œํ™” ํ•˜๊ธฐ ์œ„ํ•ด ์ตœ์†Œ์˜ ์ ˆ์  ๋ฐ ์š”์†Œ๋กœ ๊ตฌ

์„ฑํ•˜๋ฉด์„œ๋„ ํƒ‘์žฌ์ฒด์˜ ๋™์  ํŠน์„ฑ์„ ์ •ํ™•ํ•˜๊ฒŒ ๋ฐ˜์˜ํ•˜์—ฌ ํ•ด์„ํ•ด์•ผ

ํ•œ๋‹ค. ์šด์šฉํ™˜๊ฒฝ์—์„œ ํƒ‘์žฌ์ฒด๊ฐ€ ๋ฐ›๊ฒŒ ๋˜๋Š” ์ง„๋™ ๋ฐ ๊ทธ ์ง„๋™์‘๋‹ต์€

1, 2, 3์ฐจ ์ฃผ์š” ๋ชจ๋“œ์— ์˜ํ–ฅ ๋ฐ›๋Š”๋ฐ ์ด๋Ÿฐ ํŠน์„ฑ์„ ๋ฐ˜์˜ํ•˜๊ณ , ํ•ด์„์—

์š”๊ตฌ๋˜๋Š” ๋น„์šฉ์„ ์ตœ์†Œํ™” ํ•˜๊ธฐ ์œ„ํ•ด ํƒ‘์žฌ์ฒด์˜ ๋‹จ์ˆœํ™” ๋ชจ๋ธ

(Simplified-FEA)์„ ๋ชจ๋ธ๋ง ํ•˜์˜€๋‹ค. ๋ชจ๋ธ๋ง ์‹œ ๊ตฌ์กฐ๋ฌผ์˜ ์ฃผ์š”๋ชจ๋“œ

์— ๋ฏธ์น˜๋Š” ์˜ํ–ฅ์ด ํฐ ํ”Œ๋žซํผ ๊ฐ•์„ฑ์€ ๊ณ ๋ คํ•˜๊ณ , ๊ตฌ์กฐ๋ฌผ์˜ ์ฃผ์š”๋ชจ๋“œ

์— ๋ฏธ์น˜๋Š” ์˜ํ–ฅ์ด ์ž‘์€ ๋‚ด๋ถ€ ์ „์ž๋ชจ๋“ˆ์˜ ๊ฐ•์„ฑ์€ ๋ฌด์‹œํ•˜์—ฌ ์ง‘์ค‘์งˆ

๋Ÿ‰์œผ๋กœ ์ฒ˜๋ฆฌํ•˜์—ฌ ํ•ด์„์— ์†Œ๋ชจ๋˜๋Š” ๋น„์šฉ์„ ์ตœ์†Œํ™” ํ•˜์˜€๋‹ค.

ํƒ‘์žฌ์ฒด FEA ๋ชจ๋ธ์˜ ํ•ด์„ ๊ฐ’๊ณผ ์‹œํ—˜ ๊ฒฐ๊ณผ์˜ ๋น„๊ต ๊ฒ€์ฆ์„ ์œ„ํ•ด

๊ตฌ์กฐ์ง„๋™์‹œํ—˜์˜ ์กฐ๊ฑด์„ ๋ฐ˜์˜ํ•˜์—ฌ Fig. 2์˜ ์ ˆ์ฐจ๋ฅผ ํ†ตํ•ด ํƒ‘์žฌ์ฒด์˜

FEA ๋ชจ๋ธ์„ ๋ชจ๋ธ๋ง ํ•˜์˜€๋‹ค.

2.2 FEA ๋ชจ๋ธ ํ•ด์„

2.2.1 ์‹œํ—˜ ์น˜๊ตฌ ๊ณต์ง„์ฃผํŒŒ์ˆ˜ ๊ฒ€์ฆ ํ•ด์„

ํƒ‘์žฌ์ฒด์˜ ์„ค๊ณ„ ๊ฐœ๋…๊ณผ ์„ค์น˜ ๋ฐฉ์•ˆ์„ ๊ณ ๋ คํ•  ๋•Œ ํƒ‘์žฌ์ฒด๋Š” ์™ธํŒ”๋ณด

๊ตฌ์กฐ๋ฌผ๋กœ ๋ถ„๋ฅ˜ํ•  ์ˆ˜ ์žˆ๋‹ค. ๋”ฐ๋ผ์„œ ํƒ‘์žฌ์ฒด ์ง„๋™์‹œํ—˜ ์ˆ˜ํ–‰ ์‹œ ํƒ‘์žฌ

์ฒด์™€ ๋น„ํ–‰๊ตฌ์กฐ๋ฌผ์˜ ์ธํ„ฐํŽ˜์ด์Šค๋ฅผ ๊ฒฝ๊ณ„์กฐ๊ฑด์œผ๋กœ ํ•˜๋Š” ์น˜๊ตฌ๋ฅผ ์„ค๊ณ„

Fig. 1 Concept of dynamic vibration absorber

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ํ•˜์—ฌ ์‹œํ—˜์— ๋ฐ˜์˜ํ•  ๋•Œ ์‹ค์ œ ์šด์˜์กฐ๊ฑด๊ณผ ๊ฐ€์žฅ ์œ ์‚ฌํ•œ ์‹œํ—˜ ๊ฒฐ๊ณผ

๋ฅผ ์–ป์„ ์ˆ˜ ์žˆ๋‹ค๊ณ  ํŒ๋‹จ๋œ๋‹ค. ํ•˜์ง€๋งŒ ์žฅ๋น„์˜ ๊ฐ€์น˜ ๋ฐ ์•ˆ์ „์„ฑ์„ ๊ณ 

๋ คํ•˜์—ฌ ํƒ‘์žฌ์ฒด ์ธํ„ฐํŽ˜์ด์Šค ๋ฐ ๋™์ฒด(Skin)๋ฅผ ๊ฐ™์ด ๊ตฌ์†ํ•˜๋Š” ํ˜•ํƒœ

์˜ ์น˜๊ตฌ๋ฅผ ์„ค๊ณ„ํ•˜์˜€์œผ๋ฉฐ, Mode ํ•ด์„์„ ํ†ตํ•ด ์น˜๊ตฌ์˜ ๋™ํŠน์„ฑ์„ ํ™•

์ธํ•˜์˜€๋‹ค(Fig. 3).

ํƒ‘์žฌ์ฒด ์‹œํ—˜์šฉ ์น˜๊ตฌ ํ•ด์„ ๊ฒฐ๊ณผ ์น˜๊ตฌ์˜ 1, 2์ฐจ ๊ณต์ง„์ฃผํŒŒ์ˆ˜๋Š” ๊ฐ

๊ฐ 843, 1199 Hz๋กœ ํ™•์ธ๋œ๋‹ค. ์ด๋Š” ๊ธฐ ์ œ์ž‘๋˜์–ด ์šด์šฉ๋˜๊ณ  ์žˆ๋Š” ํƒ‘

์žฌ์ฒด์˜ 1, 2, 3์ฐจ ์ฃผ์š”๋ชจ๋“œ์˜ ๊ณต์ง„์ฃผํŒŒ์ˆ˜ ์˜์—ญ์ธ 100 - 500 Hz ๋Œ€

์—ญ๊ณผ ์ถฉ๋ถ„ํžˆ ์ด๊ฒฉ ๋˜์–ด์žˆ์–ด ์ง„๋™ ์‹œํ—˜ ๋ฐ ํ•ด์„์— ์ ์šฉ ๊ฐ€๋Šฅํ•˜๋‹ค

๊ณ  ํŒ๋‹จ๋œ๋‹ค(Fig. 4) (Table 1).

2.2.2 ํƒ‘์žฌ์ฒด ํ•ด์„ ๋ชจ๋ธ

๋™ํก์ง„๊ธฐ๊ฐ€ ์ ์šฉ๋œ ํƒ‘์žฌ์ฒด์˜ ๋™์  ๊ฑฐ๋™ ์˜ˆ์ธก์„ ํ•˜๊ธฐ ์œ„ํ•ด ์šฐ์ฃผ

ํ•ญ๊ณต๋ถ„์•ผ์—์„œ ์ฃผ๋กœ ์‚ฌ์šฉํ•˜๊ณ  ์žˆ๋Š” ์ „๋ฌธ ๊ตฌ์กฐํ•ด์„ ํ”„๋กœ๊ทธ๋žจ์ธ

MSC. Patran 2012์™€ Nastran 2012์„ ์‚ฌ์šฉํ•˜์—ฌ, ์œ ํ•œ์š”์†Œ ๋ชจ๋ธ์„

๊ตฌ์ถ•ํ•˜์˜€๋‹ค.

ํƒ‘์žฌ์ฒด์˜ ๊ตฌ์กฐ ํŠน์„ฑ์„ ๊ฐ์•ˆํ•˜์—ฌ Tet 10, Hex 8 ๋“ฑ์˜ 3D Solid

์š”์†Œ์™€ Quad 4์˜ 2D Shell ์š”์†Œ๋ฅผ ์‚ฌ์šฉํ•˜์˜€์œผ๋ฉฐ, ํžŒ์ง€ ๋ฐ ์ฒด๊ฒฐ๋ถ€

๋Š” RBE 2์™€ Bush, Beam ์š”์†Œ๋ฅผ ์ ์šฉ ๋‹จ์ˆœํ™” ํ•˜์˜€๋‹ค. ํƒ‘์žฌ์ฒด ์ฃผ

์š”๋ชจ๋“œ์— ๊ฐ•์„ฑ์œผ๋กœ์„œ ๋ฏธ์น˜๋Š” ์˜ํ–ฅ์ด ์ž‘์€ ๋‚ด๋ถ€ ์ „์ž๋ชจ๋“ˆ์€ ์ง‘์ค‘

์งˆ๋Ÿ‰์œผ๋กœ ํ‘œํ˜„ํ•˜์—ฌ RBE 3์š”์†Œ๋กœ ์—ฐ๊ฒฐํ•˜์˜€์œผ๋ฉฐ,์ตœ์ข…์ ์œผ๋กœ ์™„์„ฑ

๋œ ํ•ด์„ ๋ชจ๋ธ์„ 632,466๊ฐœ์˜ ์ ˆ์ ๊ณผ 389, 249์š”์†Œ๋กœ ๊ตฌ์„ฑํ•˜์˜€๋‹ค

(Fig. 5).

2.2.3 ํ•ด์„ ์กฐ๊ฑด

ํƒ‘์žฌ์ฒด์— ์ ์šฉ๋œ ๋™ํก์ง„๊ธฐ์˜ ์ง„๋™์ €๊ฐ ํšจ๊ณผ๋ฅผ ์œ ํ•œ์š”์†Œํ•ด์„์œผ

๋กœ ๋น„๊ตํ•˜๊ธฐ ์œ„ํ•ด ๋งค๊ฐœ๋ณ€์ˆ˜์—ฐ๊ตฌ๋ฅผ ์ง„ํ–‰ํ•˜์˜€๋‹ค.

Case 1 ์€ ์™ธํŒ”๋ณด ํ˜•ํƒœ์˜ ๋™ํก์ง„๊ธฐ๋ฅผ ์ ์šฉํ•œ ๋ชจ๋ธ์ด๋ฉฐ, 2๊ฐœ์˜

์Šคํ”„๋ง ์š”์†Œ๋กœ ๊ตฌ์„ฑ๋œ๋‹ค(Fig. 6).

Case 2 ๋Š” ๋™ํก์ง„๊ธฐ๊ฐ€ ์ ์šฉ๋˜์ง€ ์•Š์€ ํƒ‘์žฌ์ฒด์ด๋‹ค(Fig. 7).

Case 3 ์€ ์™ธํŒ”๋ณด ํ˜•ํƒœ์˜ ๋™ํก์ง„๊ธฐ๋ฅผ ์ ์šฉํ•œ ๋ชจ๋ธ์ด๋ฉฐ, 3๊ฐœ์˜

์Šคํ”„๋ง ์š”์†Œ๋กœ ๊ตฌ์„ฑ๋œ๋‹ค(Fig. 8).

ํƒ‘์žฌ์ฒด FEA ๋ชจ๋ธ์˜ ํ•ด์„ ์กฐ๊ฑด๊ณผ ๊ตฌ์กฐ ์ง„๋™์‹œํ—˜ ์กฐ๊ฑด ์ผ์น˜๋ฅผ

์œ„ํ•ด ๊ตฌ์กฐ์ง„๋™์‹œํ—˜ ์น˜๊ตฌ ๋ชจ๋ธ์„ FEA ๋ชจ๋ธ์— ์ ์šฉํ•˜์˜€์œผ๋ฉฐ, ํ•ด์„

์— ์ ์šฉํ•œ ๋ฌผ์„ฑ์น˜๋Š” Table 2๊ณผ ๊ฐ™๋‹ค.

2.2.4 ํ•ด์„ ๊ฒฐ๊ณผ

ํƒ‘์žฌ์ฒด FEA ๋ชจ๋ธ ์ง„๋™์‘๋‹ต์„ ํ™•์ธํ•˜๊ธฐ ์œ„ํ•ด Random

Vibration ํ•ด์„์„ ์ง„ํ–‰ํ•˜์˜€๋‹ค. ๋™ํก์ง„๊ธฐ์˜ ์„ค์น˜์œ„์น˜ ํ™•์ •์„ ์œ„ํ•ด

Fig. 2 Finite element modeling procedure

Fig. 3 FEA model of zig

Table 1 Result of modal analysis of zig

Mode Frequency (Hz) Effective mass (%)

1 843 22

2 1199 9

Fig. 4 FEA modal result (Zig) of mode 1, 2

Fig. 5 FEA modeling of structure

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์น˜๊ตฌ๋ฅผ ์ œ์™ธํ•œ ํƒ‘์žฌ์ฒด์˜ ๋‹จ๋… FEA ๋ชจ๋ธ์˜ ๋ชจ๋“œ ํ•ด์„์„ ๋ณ„๋„๋กœ

์ˆ˜ํ–‰ํ•˜์˜€์œผ๋ฉฐ, ๊ทธ ๊ฒฐ๊ณผ๋ฅผ ํ†ตํ•ด ์ง„๋™์‘๋‹ต ์ธก์ •์œ„์น˜ ๋ฐ ๋™ํก์ง„๊ธฐ ์„ค

์น˜ ์œ„์น˜๋ฅผ ๋„์ถœํ•˜์˜€๋‹ค. ์ง„๋™์‘๋‹ต ์ธก์ •์œ„์น˜๋Š” ๋™ํก์ง„๊ธฐ ์„ค์น˜ ์œ„์น˜

์™€์˜ ์—ฐ๊ด€์„ฑ, ํƒ‘์žฌ์ฒด ๋‚ด ๊ตฌ๋™๋ถ€ ๋ฐ ์ฃผ์š” ์ „์ž๋ชจ๋“ˆ ์œ„์น˜, ํƒ‘์žฌ์ฒด ๋‚ด

ํฐ ์ง„๋™์‘๋‹ต ๋ฐœ์ƒ ์œ„์น˜ ๋“ฑ์„ ๊ณ ๋ คํ•˜์—ฌ ์„ ์ •ํ•˜์˜€์œผ๋ฉฐ, ๊ฐ ์œ„์น˜์˜

์ง„๋™์‘๋‹ต ํ•ด์„๊ฒฐ๊ณผ๋ฅผ ๋น„๊ตํ•˜์˜€๋‹ค(Fig. 9).

ํƒ‘์žฌ์ฒด ์ง„๋™ํ•ด์„ ํ•˜์ค‘์กฐ๊ฑด์€ ์น˜๊ตฌ ๋ฐ”๋‹ฅ ๊ฐ€์ง„ ์กฐ๊ฑด์ด๋ฉฐ, ์‹œํ—˜

์ง„๋™ ๊ทœ๊ฒฉ MIL-STD-810 g์˜ ์ง„๋™๊ทœ๊ฒฉ์„ ์ ์šฉํ•˜์˜€๋‹ค(Fig. 10).

Point 1 ์œ„์น˜์˜ ํ•ด์„๊ฒฐ๊ณผ ๋น„๊ต ์‹œ ๋™ํก์ง„๊ธฐ ์„ค์น˜ ์œ ๋ฌด์— ๋”ฐ๋ผ

300 - 1000 Hz ์ฃผํŒŒ์ˆ˜์˜์—ญ์—์„œ ์ง„๋™์‘๋‹ต ๋ณ€ํ™”๊ฐ€ ๋ฐœ์ƒํ•˜๋ฉฐ, ๋™ํก

์ง„๊ธฐ๊ฐ€ ์„ค์น˜๋˜์ง€ ์•Š์€ Case 2์˜ ๊ฒฝ์šฐ ๋ณด๋‹ค ์ง„๋™์‘๋‹ต์ด ์ €๊ฐ๋จ์„

ํ™•์ธํ•˜์˜€๋‹ค(Fig. 11). ๋™ํก์ง„๊ธฐ๊ฐ€ ์„ค์น˜๋œ Case 1, 3์˜ ๊ฒฝ์šฐ ๊ฐ๊ฐ

11%, 9%์˜ ์ง„๋™์ €๊ฐ ํšจ๊ณผ๋ฅผ ํ™•์ธํ•  ์ˆ˜ ์žˆ๋‹ค(Table 3).

Point 2 ์œ„์น˜์˜ ํ•ด์„๊ฒฐ๊ณผ ๋น„๊ต ์‹œ 300 - 1000 Hz ์ฃผํŒŒ์ˆ˜์˜์—ญ์—

์„œ ์ง„๋™์‘๋‹ต ๋ณ€ํ™”๊ฐ€ ๋ฐœ์ƒํ•จ์„ ํ™•์ธํ•˜์˜€๋‹ค(Fig. 12). ๋™ํก์ง„๊ธฐ๊ฐ€

์„ค์น˜๋œ Case 1, 3์—์„œ ๊ฐ๊ฐ 7%, 6%์˜ ์ง„๋™์ €๊ฐ ํšจ๊ณผ๋ฅผ ํ™•์ธํ• 

์ˆ˜ ์žˆ๋‹ค(Table 4).

๋™ํก์ง„๊ธฐ๊ฐ€ ์„ค์น˜ ๋ถ€์—์„œ ๊ฐ€์žฅ ๋จผ ๊ณณ์ด ์œ„์น˜ํ•œ Point 3์€ ๋™ํก

Fig. 6 Case 1 structure with 2 spring vibration absorber

Fig. 7 Case 2 structure without vibration absorber

Fig. 8 Case 3 structure with 3spring vibration absorber

Table 2 Material property of structure

MaterialModulus of elasticity

(kgf/mm2)

Poisson

ratio

Density

(kg/mm3)

1 6360.3 0.33 2.77e-6

2 20389 0.27 7.92e-6

3 11612 0.342 4.43e-6

Fig. 9 The vibration measuring points of structure

Fig. 10 The boundary condition of structure

Fig. 11 Comparison results (FEA) of the point 1

Fig. 12 Comparison results (FEA) of the point 2

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์ง„๊ธฐ ์„ค์น˜์— ๋”ฐ๋ฅธ ์ง„๋™์‘๋‹ต ์ €๊ฐ ํšจ๊ณผ๊ฐ€ ๊ฑฐ์˜ ๋ฐœ์ƒํ•˜์ง€ ์•Š์•˜๋‹ค

(Fig. 13) (Table 4).

ํ•ด์„ ๊ฒฐ๊ณผ ๋™ํก์ง„๊ธฐ๋ฅผ ์„ค์น˜ ์œ„์น˜์—์„œ ๊ฐ€๊นŒ์šด Point 1, 2์˜ ๊ฒฝ์šฐ

์ƒ๋‹นํ•œ ์ง„๋™์ €๊ฐ ํšจ๊ณผ๊ฐ€ ์žˆ์Œ์„ ํ™•์ธํ•˜์˜€๋‹ค. ๊ธฐ์กด ํƒ‘์žฌ์ฒด ์„ค๊ณ„ ์‹œ

ํƒ‘์žฌ์ฒด์˜ ๊ฐ•์„ฑ์„ ์ฆ๊ฐ€์‹œ์ผœ ์ง„๋™์‘๋‹ต์„ ๊ฐ์†Œ์‹œํ‚ค๋Š” ๋ฐฉ๋ฒ•์ด ์ฃผ๋กœ

๊ณ ๋ ค๋˜์—ˆ๊ณ , ๊ทธ์— ๋”ฐ๋ผ ์ฒด๊ฒฐ ๋ถ€๋ฅผ ์ถ”๊ฐ€ํ•˜๋Š” ์„ค๊ณ„๊ฐ€ ๋งŽ์ด ์ง„ํ–‰๋˜์—ˆ

๋‹ค. ๋™ํก์ง„๊ธฐ์˜ ์—ญ์‹œ ์ฒด๊ฒฐ ๋ถ€์œ„๊ฐ€ ์ฆ๊ฐ€ํ•˜๋ฉด ์ง„๋™์‘๋‹ต์ด ์™„ํ™”๋  ๊ฒƒ

์œผ๋กœ ์˜ˆ์ƒํ•˜์˜€์œผ๋‚˜ ํ•ด์„ ๊ฒฐ๊ณผ ์ฒด๊ฒฐ๋ถ€์œ„๊ฐ€ ๋งŽ์€ Case 3 ๋ณด๋‹ค Case

1์ด ๋” ํฐ ์ง„๋™์ €๊ฐ ํšจ๊ณผ๋ฅผ ๊ฐ€์ง์„ ํ™•์ธํ•˜์˜€๋‹ค.

2.3 ํƒ‘์žฌ์ฒด ๊ตฌ์กฐ์‹œํ—˜ ๊ฒฐ๊ณผ ๋น„๊ต ๊ฒ€์ฆ

๋™ํก์ง„๊ธฐ์˜ ์ง„๋™์ €๊ฐํšจ๊ณผ ๊ฒ€์ฆ์„ ์œ„ํ•ด ๊ฐ€์žฅ ๋งŽ์€ ์ง„๋™์ €๊ฐ์ด

๋ฐœ์ƒํ•œ Case1์— ํ•ด๋‹นํ•˜๋Š” ํƒ‘์žฌ์ฒด๋ฅผ ์ œ์ž‘ํ•˜์—ฌ ๊ตฌ์กฐ์ง„๋™์‹œํ—˜์„ ์ˆ˜

ํ–‰ํ•˜์˜€๊ณ , ์ด๋ฅผ FEA ๋ชจ๋ธ ํ•ด์„ ๊ฒฐ๊ณผ์™€ ๋น„๊ต ๊ฒ€์ฆํ•˜์˜€๋‹ค. ํ•ด์„ ๋ฐ

์‹œํ—˜๊ฐ„ ์˜ค์ฐจ๋ฅผ ์ค„์ด๊ธฐ ์œ„ํ•ด ๊ตฌ์กฐ์‹œํ—˜์šฉ ์น˜๊ตฌ ๊ตฌ์„ฑํ’ˆ ์ค‘ ์ƒ๋ถ€ ๋ฎ

๊ฐœ๋ฅผ ์ œ์™ธํ•œ ๋ถ€๋ถ„์„ ์ผ์ฒดํ˜•์œผ๋กœ ์ œ์ž‘ํ•˜์˜€๋‹ค. ๊ตฌ์กฐ์ง„๋™์‹œํ—˜์€

Famtech ์‚ฌ์˜ Gt-800 m ๊ฐ€์ง„๊ธฐ๋ฅผ ์ด์šฉํ•˜์˜€์œผ๋ฉฐ, ์ •ํ™•ํ•œ ์ง„๋™ ์ž…

๋ ฅ์„ ์œ„ํ•˜์—ฌ 2๊ฐœ์˜ ์ปจํŠธ๋กค ์„ผ์„œ๋ฅผ ์‹œํ—˜ ์น˜๊ตฌ ์–‘๋‹จ์— ์„ค์น˜ํ•˜์˜€๋‹ค

(Fig. 14).

Figs. 15๋ถ€ํ„ฐ 17์€ Point 1, 2, 3์˜ ํƒ‘์žฌ์ฒด FEA ๋ชจ๋ธ ํ•ด์„ ๊ฒฐ๊ณผ

์™€ ์‹œํ—˜ ๊ฒฐ๊ณผ๋ฅผ ๋น„๊ตํ•œ ๊ฒฐ๊ณผ์ด๋‹ค. Point 1, 2์˜ ์ง„๋™์‘๋‹ต์€ ํƒ‘์žฌ

์ฒด์˜ ์ฃผ์š”๋ชจ๋“œ์ธ 1, 2์ฐจ ๋ชจ๋“œ์— ํฌ๊ฒŒ ์˜ํ–ฅ ๋ฐ›์Œ์„ ํ™•์ธํ•  ์ˆ˜ ์žˆ์œผ

๋ฉฐ, ํƒ‘์žฌ์ฒด ๊ตฌ์กฐํ•ด์„ ๊ฒฐ๊ณผ์™€ ์‹œํ—˜๊ฒฐ๊ณผ์˜ 1, 2์ฐจ ๊ณต์ง„์ฃผํŒŒ์ˆ˜๊ฐ€ 1%

์˜ค์ฐจ ์ด๋‚ด๋กœ ์ผ์น˜ํ•จ์„ ํ™•์ธํ•˜์˜€๋‹ค. Point 3์˜ ์ง„๋™์‘๋‹ต์€ ํƒ‘์žฌ์ฒด

Fig. 13 Comparison results (FEA) of the point 3

Table 3 Normalized grms result of point 1

Case Normalized grms

1 0.89

2 1.00

3 0.91

Table 4 Normalized grms result of point 2

Case Normalized grms

1 0.93

2 1.00

3 0.94

Table 5 Normalized grms result of point 3

Case Normalized grms

1 0.98

2 1.00

3 0.99

Fig. 14 Set of random vibration test

Fig. 15 Comparison results of the point 1

Fig. 16 Comparison results of the point 2

Fig. 17 Comparison results of the point 3

Page 6: Vibration Absorber Design and Finite Element Analysis

336 / May 2017 ํ•œ๊ตญ์ •๋ฐ€๊ณตํ•™ํšŒ์ง€ ์ œ 34๊ถŒ ์ œ 5ํ˜ธ

2์ฐจ ๋ชจ๋“œ์™€ ๋‚ด๋ถ€ ๋ชจ๋“ˆ์— ์˜ํ•œ ๊ตญ๋ถ€ ๋ชจ๋“œ์— ์ฃผ๋กœ ์˜ํ–ฅ ๋ฐ›์Œ์„ ํ™•์ธ

ํ•  ์ˆ˜ ์žˆ์œผ๋ฉฐ, ๊ณ  ์ฃผํŒŒ์ˆ˜ ์˜์—ญ์—์„œ ํ•ด์„๊ฒฐ๊ณผ์™€ ์‹œํ—˜๊ฒฐ๊ณผ๊ฐ€ ์˜ค์ฐจ๊ฐ€

๋ฐœ์ƒํ•จ์„ ํ™•์ธํ•  ์ˆ˜ ์žˆ๋‹ค.

๊ณ  ์ฃผํŒŒ์ˆ˜ ์˜์—ญ์—์„œ ๋ฐœ์ƒํ•œ ์‹œํ—˜๊ณผ ํ•ด์„๊ฐ„ ์˜ค์ฐจ๋Š” ๋‹ค์Œ์˜ ์›์ธ

์—์„œ ๊ธฐ์ธํ•œ๋‹ค๊ณ  ํŒ๋‹จ๋œ๋‹ค.

์ฒซ ๋ฒˆ์งธ ์›์ธ์€ ์ง„๋™์‹œํ—˜ ์น˜๊ตฌ ๋ชจ๋ธ ๋ฐ ํƒ‘์žฌ์ฒด ๊ฐ„ ์ธํ„ฐํŽ˜์ด์Šค

์ ‘์ด‰ ์กฐ๊ฑด ๋‹จ์ˆœํ™” ๊ณผ์ •์—์„œ ๋ฐœ์ƒ๋œ ์˜ค์ฐจ๋กœ ํŒ๋‹จ๋œ๋‹ค. ์‹ค์ œ ํƒ‘์žฌ์ฒด

์™€ ์‹œํ—˜ ์น˜๊ตฌ ๊ฐ„ ๊ณ ์ •์€ ํ›„๋ฐฉ ์ธํ„ฐํŽ˜์ด์Šค์˜ ์ฒด๊ฒฐ, ํƒ‘์žฌ์ฒด/์‹œํ—˜ ์น˜

๊ตฌ ๊ฐ„ ์‹ค๋ฆฌ์ฝ˜ ํŒจ๋“œ ๋ฉด ์ ‘์ด‰ 2๊ฐ€์ง€๋กœ ๊ตฌ๋ถ„๋œ๋‹ค. ์ด์ค‘ ์‹ค๋ฆฌ์ฝ˜ ํŒจ๋“œ

์˜ ๋ฉด ์ ‘์ด‰ ์กฐ๊ฑด์„ 1D Spring Bush ์š”์†Œ์™€ RBE2 MPC ๊ตฌ์† ์กฐ

๊ฑด์œผ๋กœ ๋‹จ์ˆœํ™” ํ•˜์˜€๋Š”๋ฐ ๊ทธ ๊ฒฐ๊ณผ ์น˜๊ตฌ ๋ชจ๋ธ์˜ ๊ณต์ง„์ฃผํŒŒ์ˆ˜์ธ 843,

1199 Hz ์˜ ๊ณต์ง„์ด ํ•ด์„ ๊ฒฐ๊ณผ์— ์ œ๋Œ€๋กœ ๋ฐ˜์˜๋˜์ง€ ์•Š๊ณ  ์‹œํ—˜๊ฒฐ๊ณผ

์™€์˜ ์˜ค์ฐจ๋ฅผ ๋ฐœ์ƒํ•˜๊ฒŒ ๋งŒ๋“  ์›์ธ์ด๋ผ๊ณ  ํŒ๋‹จ๋œ๋‹ค.

๋‘ ๋ฒˆ์งธ ์›์ธ์€ FEA ๋ชจ๋ธ์˜ ๋‹จ์ˆœํ™” ๊ณผ์ •์—์„œ ๋‚ด๋ถ€ ์ „์ž๋ชจ๋“ˆ์„

์ง‘์ค‘์งˆ๋Ÿ‰์œผ๋กœ ํ‘œํ˜„ํ•œ ๊ฒฐ๊ณผ ๋ฐœ์ƒ๋˜์—ˆ๋‹ค๊ณ  ํŒ๋‹จ๋œ๋‹ค. ๊ตฌ์กฐ ์‹œํ—˜ ๊ฒฐ

๊ณผ ์ „์ž๋ชจ๋“ˆ ์„ค์น˜ ๋ถ€์—์„œ ๊ตญ๋ถ€์ ์œผ๋กœ ๊ณ ์ฃผํŒŒ ์˜์—ญ์˜ ์ง„๋™์ด ๋ฐœ์ƒ

ํ•˜์˜€๋‹ค. ๋ฐ˜๋ฉด ์ „์ž๋ชจ๋“ˆ์„ ์ง‘์ค‘์งˆ๋Ÿ‰์œผ๋กœ ํ‘œํ˜„ํ•œFEA ๋ชจ๋ธ์—์„œ๋Š”

๊ณ ์ฃผํŒŒ ์˜์—ญ์—์„œ์˜ ์ง„๋™์ด ์ž˜ ํ‘œํ˜„๋˜์ง€ ์•Š์•˜๋‹ค. ์ด๋กœ ์ธํ•ด ๋ฐœ์ƒํ•œ

์ฐจ์ด๋Š” Point 1์—์„œ Point 3์œผ๋กœ ๊ฐˆ์ˆ˜๋ก ์ปค์ง€๋Š” ๊ฒƒ์„ ํ™•์ธํ•  ์ˆ˜

์žˆ๋Š”๋ฐ ์ด๋Š” Point 3์˜ ์œ„์น˜๋กœ ๊ฐˆ์ˆ˜๋ก ์ „์ž๋ชจ๋“ˆ์— ์˜ํ•œ ๊ตญ๋ถ€ ๋ชจ๋“œ

๊ฐ€ ์ง„๋™์‘๋‹ต์— ๋ฏธ์น˜๋Š” ์˜ํ–ฅ์ด ์ปค์ง€๊ธฐ ๋•Œ๋ฌธ์ด๋‹ค.

์‹ค์งˆ์ ์œผ๋กœ ํƒ‘์žฌ์ฒด์˜ Random vibration์— ์˜ํ•œ Grms๋Š” ์ฃผ๋กœ

ํƒ‘์žฌ์ฒด์˜ 1, 2์ฐจ ๋ชจ๋“œ์˜ ์˜ํ–ฅ ๋ฐ›๋Š”๋‹ค. ๋˜ํ•œ 1000 Hz ์ด์ƒ์˜ ์˜์—ญ

์—์„œ ๋ฐœ์ƒํ•˜๋Š” ๊ณ ์ฃผํŒŒ ์ง„๋™์€ ๋ณ€์œ„๊ฐ€ ์ž‘์•„ ํƒ‘์žฌ์ฒด ๊ตฌ์กฐ๋ฌผ์— ํŒŒ์†

์„ ์ผ์œผํ‚ค์ง€ ์•Š์„ ๊ฒƒ์ด๋ผ๊ณ  ํŒ๋‹จ๋˜์–ด ๋ฌด์‹œ ๊ฐ€๋Šฅํ•˜๋‹ค๊ณ  ํŒ๋‹จ๋œ๋‹ค.

๋˜ํ•œ ์‹ค์ œ ์ œ์ž‘๋œ ํƒ‘์žฌ์ฒด์˜ ์šด์šฉํ™˜๊ฒฝ ์‹œํ—˜์„ ํ†ตํ•ด ๋™ํก์ง„๊ธฐ ์ ์šฉ

์‹œ ํƒ‘์žฌ์ฒด์˜ ์šด์šฉ์„ฑ๋Šฅ ํ–ฅ์ƒ ๋ฐ ์ •์ƒ ์šด์šฉ๋จ์„ ํ™•์ธํ•˜์˜€๋‹ค.

4. ๊ฒฐ๋ก 

๋ณธ ์—ฐ๊ตฌ์—์„œ๋Š” ํƒ‘์žฌ์ฒด ๊ตฌ๋™๋ถ€ ๋ฐ ์ „์ž๋ชจ๋“ˆ์˜ ๊ตฌ์กฐ ๊ฑด์ „์„ฑ ํ™•๋ณด

๋ฅผ ์œ„ํ•œ ๋™ํก์ง„๊ธฐ ์ ์šฉ ํšจ๊ณผ๋ฅผ ๊ตฌ์กฐํ•ด์„์œผ๋กœ ํ™•์ธํ•˜๊ณ , ์‹ค์ œ ์‹œ์ œ

ํ’ˆ์„ ์ œ์ž‘ํ•˜์—ฌ ํ™•์ธํ•˜๊ณ ์ž ํ•˜์˜€๋‹ค.

์„ค๊ณ„ ์ œํ•œ ๋“ฑ์˜ ์‚ฌ์œ ๋กœ ๋ณ€๊ฒฝ์ด ์–ด๋ ค์šด ํƒ‘์žฌ์ฒด๊ตฌ์กฐ์— ๊ตฌ์กฐํ•ด์„

๋ฐ ์‹œํ—˜์œผ๋กœ ํ™•์ธ๋œ ํŒŒ์† ์˜ˆ์ƒ์œ„์น˜์— ๋™ํก์ง„๊ธฐ๋ฅผ ์ ์šฉํ•จ์œผ๋กœ์จ

ํŒŒ์† ์˜ˆ์ƒ ๋ถ€์—์„œ ๋ฐœ์ƒํ•˜๋Š” ํŠน์ •์ฃผํŒŒ์ˆ˜ ์˜์—ญ์˜ ์ง„๋™์„ ์ €๊ฐํ•  ์ˆ˜

์žˆ์—ˆ๊ณ , ์ด๋ฅผ ๊ตฌ์กฐํ•ด์„ ๋ฐ ์‹œํ—˜์œผ๋กœ ๊ฒ€์ฆํ•˜์˜€๋‹ค.

๋ณธ ์—ฐ๊ตฌ๋ฅผ ํ†ตํ•˜์—ฌ ๊ธฐ ์ œ์ž‘๋˜์–ด ์„ค๊ณ„๊ฐ€ ํ™•์ •๋œ ํƒ‘์žฌ์ฒด์˜ ์„ค๊ณ„๋ฅผ

ํฌ๊ฒŒ ๋ณ€๊ฒฝํ•˜์ง€ ์•Š๋Š” ์„ ์—์„œ ์†Œํ˜•ํ™”, ๊ฒฝ๋Ÿ‰ํ™”๋ฅผ ์„ค๊ณ„๋ฅผ ์ง„ํ–‰ํ•  ์ˆ˜

์žˆ์—ˆ๋‹ค. ๋˜ํ•œ ์ฐจํ›„ ์ตœ์ดˆ ์„ค๊ณ„๊ฐ€ ์ง„ํ–‰๋˜๋Š” ์ถ”๊ฐ€ ํƒ‘์žฌ์ฒด์˜ ๋™ํก์ง„๊ธฐ

์„ค๊ณ„ ์ ์šฉ์— ๋Œ€ํ•œ ์—ฐ๊ตฌ๊ฐ€ ์ง„ํ–‰ ์ค‘์ด๋ฉฐ, ๋น„ํ–‰๊ตฌ์กฐ๋ฌผ์— ์„ค์น˜๋  ํƒ‘์žฌ

์ฒด์— ๋™ํก์ง„๊ธฐ ์„ค๊ณ„ ์ ์šฉ์— ๋Œ€ํ•œ ๋‹ค์Œ๊ณผ ๊ฐ™์€ ์„ค๊ณ„ ๊ณ ๋ ค์‚ฌํ•ญ์„

์–ป์„ ์ˆ˜ ์žˆ์—ˆ๋‹ค.

(1) ๋™ํก์ง„๊ธฐ ์„ค์น˜ ์‹œ ์„ค์น˜ ์œ„์น˜์˜ ์ง„๋™์‘๋‹ต์„ ์™„ํ™”ํ•  ์ˆ˜ ์žˆ๋‹ค.

๋”ฐ๋ผ์„œ ๊ตฌ์กฐํ•ด์„ ๋˜๋Š” ๊ธฐ ์ œ์ž‘ ์‹œ์ œ์˜ ์‹œํ—˜์„ ํ†ตํ•ด ํŒŒ์†์ด ์šฐ๋ ค

๋˜๋Š” ์œ„์น˜๋ฅผ ํ™•์ธํ•ด์•ผ ํ•œ๋‹ค.

(2) ๋™ํก์ง„๊ธฐ๋Š” ํŠน์ • ์ฃผํŒŒ์ˆ˜์˜์—ญ์˜ ์ง„๋™์‘๋‹ต์— ์˜ํ–ฅ์„ ๋ฏธ์นœ๋‹ค.

๋”ฐ๋ผ์„œ ์‹œ์ œํ’ˆ ์ œ์ž‘ ์ „ ๊ตฌ์กฐํ•ด์„ ๋˜๋Š” ๊ธฐ ์ œ์ž‘ ์‹œ์ œ์˜ ์‹œํ—˜์„ ํ†ต

ํ•ด ๊ตฌ์กฐ๋ฌผ์˜ ์œ„ํ—˜ ์ฃผํŒŒ์ˆ˜ ์˜์—ญ์„ ํ™•์ธํ•ด์•ผ ํ•œ๋‹ค.

(3) ๊ตฌ์กฐ๋ฌผ ๋‚ด๋ถ€ ๋ชจ๋“ˆ์„ ํ™œ์šฉํ•œ ๋™ํก์ง„๊ธฐ ์„ค๊ณ„ ์‹œ ๋ชจ๋“ˆ์˜ ํ˜•์ƒ

์— ๋”ฐ๋ผ ์ •ํ™•ํ•œ ์ฃผํŒŒ์ˆ˜ ์˜์—ญ์„ ์˜ˆ์ธก์ด ์–ด๋ ค์šด ๊ฒฝ์šฐ๊ฐ€ ๋งŽ๋‹ค. ๋”ฐ๋ผ

์„œ ์„ค๊ณ„ ์ ์šฉ์— ๋”ฐ๋ฅธ ์ง„๋™์‘๋‹ต์™„ํ™” ํšจ๊ณผ๋ฅผ ๊ตฌ์กฐํ•ด์„์„ ํ†ตํ•ด ํ™•์ธ

ํ•ด์•ผ ํ•œ๋‹ค.

(4) ๊ตฌ์กฐ๋ฌผ ๋‚ด์—์„œ ๋™ํก์ง„๊ธฐ๋กœ ์„ค๊ณ„๋œ ๋ชจ๋“ˆ์€ ํƒ€ ๊ตฌ์„ฑํ’ˆ์— ๋น„

ํ•ด ๊ฐ•ํ•œ ์ง„๋™์‘๋‹ต์„ ๋ฐ›๋Š”๋‹ค. ๋”ฐ๋ผ์„œ ์ง„๋™์— ๋Œ€ํ•œ ๋‚ด๊ตฌ์„ฑ ๋ฐ ๋ชจ๋“ˆ

์šด์šฉ์„ฑ๋Šฅ์„ ๊ณ ๋ คํ•˜์—ฌ ๋™ํก์ง„๊ธฐ๋กœ ์ ์šฉ๋  ๋ชจ๋“ˆ์„ ์„ ์ •ํ•ด์•ผ ํ•œ๋‹ค.

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