• Title/Summary/Keyword: Axial compliance

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Design Study of a Large Diameter Backward Wave Oscillator on Slow Wave Instability Analysis (지파 불안정성 해석에 의한 대구경 후진파발진기의 연구)

  • Kim, Won-Sop
    • Journal of the Korean Institute of Electrical and Electronic Material Engineers
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    • v.23 no.1
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    • pp.70-75
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    • 2010
  • We have designed the backward wave oscillator operating at 24 GHz. From the research which sees researches in the goal which will design and will produce K-band BWO where is a backward wave oscillator which departs from cycle prisoner 24 GHz until now is higher. To design Chrencov instibility and branch of family used a slow cyclotron instibility. Calculation used a dispersion relation and in order for as the box over-flow not to happen, a asymtotic expansion. Used a beam mode and a waveguide mode and axial symmetry and expense used in compliance with sattle point interpreted the relationship of axial symmetry.

Validation of Contact Modeling Technique for Dynamic Analysis of Roller Bearing System (롤러 베어링의 동역학 해석을 위한 접촉 모델링 기법의 검증)

  • Jung, Eun-Kyo;Choi, Jin-Hwan;Rhim, Sung-Soo;Ryu, Han-Sik
    • Transactions of the Korean Society of Automotive Engineers
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    • v.15 no.4
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    • pp.115-123
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    • 2007
  • In this paper, an analytical model is developed to describe the dynamic characteristics of a roller bearing. In order to obtain accurate dynamic response of roller bearing, each roller is modeled as a rigid body, which has radial and axial movement and rotational constraints. Beam element between outer race segments is used to consider flexibility of outer race. Beam deflection is calculated from beam forces and used for contact between roller and outer race. The efficient contact search kinematics and algorithms in the context of the compliance contact model are implemented to detect the interactions between roller and race for the sake of speedy and robust solutions. The numerical results are validated with another analysis results which are calculated using waviness condition. Increasing rollers, dynamic responses are compared with each other. In order to confirm dynamic behavior and nonlinear characteristic of roller bearing, Poincare map is used.

Seismic Behavior of Columns in Ordinary and Intermediate Moment Frames (보통과 중간 모멘트 골조 기둥의 내진거동 비교)

  • Han Sailg-Whan
    • Journal of the Korea Concrete Institute
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    • v.17 no.1 s.85
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    • pp.51-58
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    • 2005
  • Moment frames have been widely used in building construction. In current design codes, concrete moment frames are classified into ordinary, intermediate, and special moment resisting concrete frames (OMRCF, IMRCF, SMRCF)). The objective of this study is to investigate the seismic behavior of columns in ordinary moment resisting concrete frames (OMRCF) and intermediate moment resisting concrete frames (IMRCF). For this purpose 3 story OMRCF and IMRCF buildings were designed and detailed in compliance to ACI 318 (2002) and KCI (1999). In this study the buildings were assumed to be located in seismic zone 1 classified by UBC (1997). This study considered the columns in the 1st story since these columns shall resist the largest axial and lateral forces during an earthquake. Eight 2/3 scale column specimens were made for representing the upper part and lower part of exterior and interior columns of the OMRCF and the IMRCF Quasi-static reversed cyclic loading was applied to each specimen with a constant or varying axial load. Test results show that seismic behaviors of columns are influenced by existence of lap splices, axial force levels, and lateral reinforcement at possible plastic hinging region. However, the effect of such variables strongly co-related to each other.

Ductility performance of hollow-section reinforced concrete piers using high-strength reinforcing bars (중공단면 고강도 철근 콘크리트 교각의 연성거동에 관한 실험적 연구)

  • Oh Byung Hwan;Park Dae Gyun;Cho Keun Ho;Shin Yong Suk
    • Proceedings of the Korea Concrete Institute Conference
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    • 2004.05a
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    • pp.730-733
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    • 2004
  • Three Hollow RC piers were tested under a constant axial load and a cyclically reversed horizontal loadto investigate the structural behavior of hollow RC piers using the high strength concrete and the high strength rebars. The test variables include concrete compressive strength, steel strength, and steel ratio. The test results indicate that RC piers using the high strength concrete and high strength rebars exhibit ductile behavior and appropriate seismic performance, in compliance with the design code. The present study allows more realistic application of high strength rebars and concrete to RC piers, which will provide enhanced durability as well as more economy.

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Durability Based Design for Hydroforming process of Rear Suspension (내구성을 고려한 후륜현가 장치의 하이드로포밍 공정 설계)

  • Kim, H.Y.;Oh, I.S.;Go, J.M.;Lee, D.J.;Cho, W.K.
    • Proceedings of the Korean Society for Technology of Plasticity Conference
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    • 2006.05a
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    • pp.269-272
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    • 2006
  • The hydroforming processing is a relatively new technology in comparison with conventional stamping process. The hydroforming processing makes torsion beam in rear suspension of automobile. The durability of torsion beam is very important characteristic that operate in an automobile. In order to optimize the hydroforming process and satisfy the durability, the hydroforming simulation which could control an axial compression and high internal pressure with computer simulation has to be operated. This paper is about an optimum design to improve the kinematic and compliance characteristics of a torsion-beam of suspension system. The result from finite element analysis shows that the forming and the durability are optimized. If there is effect of First pressure in hydroforming processing that gap is in the die tool, the prototype of tube is not satisfied on the durability test.

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Seismic Behaviors of OMRCF Columns (철근 콘크리트 보통 모멘트 골조 기둥의 거동평가)

  • 한상환;이리형
    • Journal of the Korea Concrete Institute
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    • v.14 no.2
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    • pp.199-206
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    • 2002
  • The objective of this study is to investigate the seismic behavior and evaluate structural performance of columns in Ordinary Moment Resting Concrete Frames (OMRCF). For this purpose 3 story OMRCF building was designed and detailed in compliance to ACI 318 (1999). Only gravity load is considered for the design. It is important to note that details strongly relate to the structural performance. The 1st story columns in the 3 story building are considered in this study since 다lese columns shall resist the largest axial and lateral forces during an earthquate. Four test specimens were made for representing the upper part and lower part of exterior and interior columns. All specimens are two-third scale. Based on the test results this study estimates deformation, ductility, strength, and energy absorption capacities as well as plastic hinge length.

Optimal Design of a Ultra-precision Planar X-Y Stage (초정밀 평면 X-Y스테이지의 최적 설계)

  • Cho, Woong;Ko, Hyun-Jun;Kim, Jong-Hyeong
    • Proceedings of the KSME Conference
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    • 2008.11a
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    • pp.1193-1197
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    • 2008
  • Bridge is Most from stay of Gantry structures part. In compliance with oneself weight of the bridge deflecting, this occurs drops the location precision of the work tool. Also accelerative at the time of gives a serious load to Y axial motors which transfer the bridge damages. The motor with high-speed transfer of location control which is accurate makes disrupt. The malleability of the bridge to maintain consequently and necessary to minimize a weight. This paper the structural FEM interpretations of the stone and the aluminum alloy with the material by which will be used in the bridge and static deflected and a candle precise plane X-Y stage optimal design with character the interpretation result.

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Shape Extraction of Stiffeners of H-beam using Topologically Structural Optimization (위상최적설계를 이용한 H형강 부재의 스티프너 형상탐색)

  • Jung, Wonsik;Banh, Thien Thanh;Lee, Dongkyu
    • Journal of Korean Association for Spatial Structures
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    • v.23 no.1
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    • pp.15-23
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    • 2023
  • In this work, we deal with the feasibility of structural topology optimization for beam designs using retrofits that optimally allocates the reinforcement to the web under the condition that designers set bolt regions for H-beams of different dimensions. Mean compliance or minimal strain energy is considered for the optimization. Volume fraction is given to the design space to assign appropriate steel material quantities. The purpose of this study is to evaluate optimal shapes of stiffeners with the maximum rigidity that improves the axial and shear performance of the H-beam and to satisfy a given safety design standard of H-beam and stiffeners in case arbitrary load effect and resistances. Finally, the effectiveness of stiffness-based topology optimization on stiffeners is verified with several practical applicable examples.

A Study on the Design of Back Pressure for Automotive Scroll Compressor

  • Koo, In-Hwe;Lee, Geon-Ho
    • International Journal of Air-Conditioning and Refrigeration
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    • v.17 no.1
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    • pp.1-6
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    • 2009
  • The optimum design of back pressure chamber is one of the most important factors in designing scroll compressors because it has a great influence on the efficiency and other design parameters. The design process can be divided into 2 parts. One is obtaining the optimum pressure of the chamber and keeping it in constant value. The other is finding out the minimum inflow rate of medium with which back pressure chamber is filled. In this study we are focused on the first step. At first we added a simple structure that can change back pressure without reassembling compressor. It makes possible to obtaining optimum back pressure. Then we designed an equipment that the back pressure control valve assembly could be independently tested with. Spring was redesigned to decrease stiffness variation. Also sealing mechanism of back pressure control valve was improved to more effective way. As a result, it was verified that in a real mode test back pressure variation could be retained in 2.3% with discharge pressure and operating frequency varied. In addition the integrated structure of back pressure control valve is expected to contribute to effective manufacturing process.

Design of a Scroll Expander for Waste Heat Recovery from Engine Coolant (엔진 냉각수 폐열 회수용 스크롤 팽창기 설계)

  • Yu, Je-Seung;Kim, Hyun-Jae;Kim, Hyun-Jin
    • Korean Journal of Air-Conditioning and Refrigeration Engineering
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    • v.23 no.12
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    • pp.815-820
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    • 2011
  • A scroll expander was designed for an energy converter from waste heat of IC engine coolant to useful shaft work. The scroll expander is to run in a Rankine cycle which receives heat energy transferred from engine coolant circulation cycle. The working fluid was Ethanol. For axial compliance, a back pressure chamber was provided on the rear side of the orbiting scroll. Lubrication oil was delivered by a positive displacement type oil pump driven by the shaft rotation. Performance analysis on the scroll expander showed that the expander efficiency was 63.4%. It extracts shaft power of 0.6 kW out of engine coolant waste heat of 17.5 kW, resulting in the Rankine cycle efficiency of 3.43%.