• Title/Summary/Keyword: 체인 스테이

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A Micro Ultrasonic Linear Motor using Two Unimorph Vibrators (유니모프 진동자형 마이크로 초음파 리니어 모터)

  • Yun, C.H.;Lee, S.H.
    • Proceedings of the KIEE Conference
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    • 2007.10c
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    • pp.110-111
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    • 2007
  • 두개의 유니모프 진동자를 이용한 새로운 형상의 마이크로 초음파 리니어 모터를 제안하였다. 유니모프 진동자는 금속판에 판상의 압전소자가 접착되어 있으며, 두개의 유니모프 진동자가 삼각형상의 진동 커플러에 의해 연결되어 스테이터를 구성한다. 스테이터는 두 가지 진동모드(대칭모드와 비 대칭모드)를 가지고 있으며, 이 두 진동모드가 축퇴되도록 설계하였다. 스테이터의 대칭모드와 비 대칭모드를 위상차 $90^{\circ}$로 여진시킴으로써 이동체의 직선(또는 회전) 운동을 발생시킬 수 있다. 시작기 모터는 놀이 0.9 mm, 폭 1 mm, 길이 7.5 mm이며, 구동전압 $100V_{op}$, 구동주파수 300 kHz로 구동되어, 모터 최대속도 0.3 m/s, 최대 추력 6 mN을 달성하였다.

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An Evaluation on Bending Behaviors of Conical Composite Tubes for Bicycle Frames (자전거 프레임용 원추형 복합재 튜브의 굽힘 거동 분석)

  • Hwang, Sang-Kyun;Lee, Jung-Woo;Hwang, Hui-Yun
    • Composites Research
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    • v.29 no.6
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    • pp.358-362
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    • 2016
  • Mechanical properties of static and dynamic behavior became important since the use of conical composite tubes in large structures such as aerospace, planes, and submarines as well as leisure goods such as bicycle frames, fishing rods, and golf shafts. In the past, the mechanical property prediction model for static behavior was studied using vibration, bending, and buckling. But there is a need to study how fiber orientation error affects mechanical properties of conical composite structure because the model assumes constant fiber orientation angle. The purpose of this study is to derive an equation that can predict the static behavior of conical composite tube for bicycle frames by considering fiber orientation error with respect to various design parameters.

Experimental Evaluation of Flexural Performance Evaluation of Tapered H-Section Beams with Slender Web (춤이 큰 웨브 변단면 H형 보의 휨내력에 대한 실험적 평가)

  • Shim, Hyun Ju;Lee, Seong Hui;Kim, Jin Ho;Lee, Eun Taik;Choi, Sung Mo
    • Journal of Korean Society of Steel Construction
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    • v.19 no.5
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    • pp.483-492
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    • 2007
  • Pre-Engineering Building (PEB) system is one of the most economical structural systems. Tapered members can resist a maximum stress at a single location, whereas stresses of the rest of the members are considerably low. This results in appreciable savings both in terms of materials and construction costs. However, it was appreciated that special consideration would be required for certain aspects of this structural form. In particular, because of their slenderness, webs would buckle laterally and torsionally under the combined action of excessive axial, bending and shear forces. In this study, a total of four large-scale rafters with simple ends were tested. The main parameters were the width-thickness ratio of the web, the stiffener, and the flange brace. The purpose of this experiment is to evaluate the structural stability and to offer back-data on PEB design.