• 제목/요약/키워드: line loads

검색결과 474건 처리시간 0.023초

단품(축/OUTPUT 기어)조립을 위한 온간압입공정 해석 (Analysis of the Warm Shrink Fitting Process for Assembling the Part(Shaft and Output Gear))

  • 김태진;강희준;김철;주석재;김호윤
    • 한국정밀공학회지
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    • 제25권6호
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    • pp.47-54
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    • 2008
  • Fitting process carried out in the automobile transmission assembly line is classified into three classes; heat fitting, press fitting, and their combined fitting. Heat fitting is a method that heats gear to a suitable range under the tempering temperature and squeezes it toward the outer diameter of shaft. Its stress depends on the yield strength of gear. Press fitting is a method that generally squeezes gear toward that of shaft at room temperature by a press. Another method heats warmly gear and safely squeezes it toward that of shaft. Warm shrink fitting process for the automobile transmission part is now gradually increased, but the parts (shaft/gear) assembled by this process produced dimensional changes in both the outer diameter and profile of the gear. So that it may cause noise and vibration between gears. In order to solve these problems, we need an analysis of warm shrink fitting process, in which design parameters are involved; contact pressure according to fitting interference between outer diameter of shaft and inner diameter of gear, fitting temperature, and profile tolerance of gear. In this study, an closed form equation to predict contact pressure and fitting load was proposed in order to develop an optimization technique of the warm shrink fitting process and verified its reliability through the experimental results measured in the field and FEM, that is, thermal-structural coupled field analysis. Actual loads measured in the field was in good agreements with the results obtained by the theoretical and finite element analysis.

풍화암지반에 시공되는 콘크리트라이닝의 적정시공에 관한 연구 (Study on the optimal construction of a concrete lining in a weathered rock)

  • 김형건;이철;이선우;박준우
    • 한국터널지하공간학회 논문집
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    • 제17권1호
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    • pp.33-47
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    • 2015
  • 터널에 시공되는 콘크리트라이닝은 1차지보재의 열화를 가정하여 상부로부터 오는 하중을 부담할 수 있도록 설계하는 2차지보재로서, 설계자나 발주기관(client)의 의도에 따라 많은 차이를 나타내고 있다. 특히 풍화암이나 풍화토에 적용하는 지보패턴 4, 5패턴의 콘크리트라이닝 두께를 결정하는 변형계수값을 3패턴에 비해 크게 작은 값을 사용해 보수적으로 설계하고 있는 것으로 나타났다. 본 연구에서는 이런 현재의 여건을 감안 컴퓨터 프로그램(MIDAS-civil)을 사용 역해석을 실시하여 적정한 시공방안을 제시하고자하며, 본 연구를 위해 검토한 기존 프로젝트는 서울지하철 ${\bigcirc}{\bigcirc}$호선 ${\bigcirc}{\bigcirc}$공구의 시공사례를 활용하였다. 검토결과 콘크리트 라이닝 두께는 축소할 수 있는 것으로 나타났으며 이를 향후 서울시 도시철도 건설사업에 적용할 경우 경제적인 효과도 클 것으로 기대하고 있다.

코일성 부하에 의한 전도 노이즈 방지 목적의 전원용 EMI필터 개발 연구 (A Study on the Development of Power-Line EMI Filter for the Prevention of Conduction Noise by Coil Loads.)

  • 김병준;주재훈;김진애;백판근;최중경
    • 한국정보통신학회:학술대회논문집
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    • 한국해양정보통신학회 2009년도 춘계학술대회
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    • pp.175-179
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    • 2009
  • 본 논문에서는 전장용 아날로그 스위치 및 공조기 부하 유닛의 신뢰성 실험 중에서 EMC 스펙에 만족할 수 있도록 하는 필터 설계를 제안한다. EMC 규격에 만족하면서 전자부품들의 상호 간섭과 주변 환경의 영향을 최소화하고 제품의 품질 향상을 위해 전자파 필터를 적용하였다. 본 논문에서는 ISO/JASO 표준규격의 주파수범위인 30MHz ~ 1GHz 대역에서 스펙트럼 분석기와 간이 EMI 챔버를 이용한 시뮬레이션을 통해 특정 주파수 대역의 에너지 분포를 분석하였으며, 최적의 전자파 필터를 구현하기 위해 필터를 구성하는 소자의 용량을 결정하였다. 실제 필터 추가를 통해 노이즈가 감소한 것을 공인인증기관에서 증명하였으며, 전장용 아날로그 스위치 및 공조기 부하 유닛에 적용하여 전자파 간섭을 일으키지 않고 정상적인 동작을 수행하는 것을 확인하였다.

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수직형 U자 관 지중 열교환기를 갖는 지열원 열펌프의 동적 시뮬레이션 (Dynamic Simulation of Ground Source Heat Pump with a Vertical U-tube Ground Heat Exchanger)

  • 이명택;김영일;강병하
    • 설비공학논문집
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    • 제19권5호
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    • pp.372-378
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    • 2007
  • GHX (Geothermal Heat Exchanger) design which determines the performance and initial cost is the most important factor in ground source heat pump system. Performance of GHX is strongly dependent on the thermal resistance of soil, grout and pipe. In general, GHX design is based on the static simulation program. In this study, dynamic simulation has been peformed to analyze the variation of system performance for various GHX parameters. Line-source theory has been applied to calculate the variation of ground temperature. The averaged weather data measured during a 10-year period $(1991\sim2000)$ in Seoul is used to calculate cooling and heating loads of a building with a floor area of $100m^2$. The simulation results indicate that thermal properties of borehole play significant effect on the overall performance. Change of grout thermal conductivity from 0.4 to $3.0W/(m^{\circ}C)$ increases COP of heating by 9.4% and cooling by 17%. Change of soil thermal conductivity from 1.5 to $4.0W/(m^{\circ}C)$ increases COP of heating by 13.3% and cooling by 4.4%. Change of GHX(length from 100 to 200 m increases COP of heating by 10.6% and cooling by 10.2%. To study long term performance, dynamic simulation has been conducted for a 20-year period and the result showed that soil temperature decreases by $1^{\circ}C$, heating COP decreases by 2.7% and cooling COP decreases by 1.4%.

부어초 개발에 관한 기초 연구(I) - 인조섬유 로우프의 정적시험 - (A Basic Study on the Development of Floating Fish Aggregating Devices , Part I - Laboratory Static Tests on Synthetic Fiber Ropes -)

  • 신현경;;;박규원
    • 대한조선학회논문집
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    • 제31권1호
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    • pp.22-31
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    • 1994
  • 해양 공간에 설치되어 유체의 흐름과 지형에 변화를 주며, 대상 수산 생물의 유집에 의한 생산 어장의 조성과 치어의 보호 육성을 도모하는 중효한 어장 시설인 인공어초의 기술 개발은 점차 다양화되어지고 있다. 부체부와 계류부로 구성되어 있는 부어초의 개발에 있어서는 부어초의 특성 및 안전상 계류시스템의 설계가 극히 중요한 부분이 된다. 이 논문에서는 부어초의 계류시스템에 많이 사용되어지는 나일론, 폴리에스터와 폴리에틸렌으로 이루어진 인조섬유로우프의 정적시험의 과정과 그 결과로서의 Creep거동 및 하중-인장 곡선을 얻었다. 특히 나일론 로우프의 경우 수중에서 20%내외의 강도 하락(Strength drop)이 관찰되며, Creep 시험 곡선은 대수시간 축(longerithmic time axis)상에서 직선을 유지하고, Flessner's formula와 평행한 결과를 얻었다.

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Research on aerodynamic force and structural response of SLCT under wind-rain two-way coupling environment

  • Ke, Shitang;Yu, Wenlin;Ge, Yaojun
    • Wind and Structures
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    • 제29권4호
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    • pp.247-270
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    • 2019
  • Wind-resistant design of existing cooling tower structures overlooks the impacts of rainfall. However, rainstorm will influence aerodynamic force on the tower surface directly. Under this circumstance, the structural response of the super-large cooling tower (SLCT) will become more complicated, and then the stability and safety of SLCT will receive significant impact. In this paper, surrounding wind fields of the world highest (210 m) cooling tower in Northwest China underthree typical wind velocities were simulated based on the wind-rain two-way coupling algorithm. Next, wind-rain coupling synchronous iteration calculations were conducted under 9 different wind speed-rainfall intensity combinations by adding the discrete phase model (DPM). On this basis, the influencing laws of different wind speed-rainfall intensity combinations on wind-driving rain, adhesive force of rain drops and rain pressure coefficients were discussed. The acting mechanisms of speed line, turbulence energy strength as well as running speed and trajectory of rain drops on structural surface in the wind-rain coupling field were disclosed. Moreover, the fitting formula of wind-rain coupling equivalent pressure coefficient of the cooling tower was proposed. A systematic contrast analysis on its 3D distribution pattern was carried out. Finally, coupling model of SLCT under different working conditions was constructed by combining the finite element method. Structural response, buckling stability and local stability of SLCT under different wind velocities and wind speed-rainfall intensity combinations were compared and analyzed. Major research conclusions can provide references to determine loads of similar SLCT accurately under extremely complicated working conditions.

네트워크 가상화를 이용한 망 분리 구축 방법 (Network separation construction method using network virtualization)

  • 황성규
    • 한국정보통신학회논문지
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    • 제24권8호
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    • pp.1071-1076
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    • 2020
  • 망 분리(Network separation)의 중요성은 기존 업무용 PC에 인터넷을 같이 사용함으로 내부 정보가 유출된 사건 등이 발생되고 서버들도 인터넷에 접근 가능 하도록 환경이 구성되어 악성코드로 서비스 장애가 발생되기 때문이다. 이러한 문제점을 극복하기 위해 네트워크 가상화를 이용한 망 분리와 망 연계 시스템과 병행이 필요하다. 따라서 본 연구에서는 인터넷용 네트워크 영역과 가상화 시스템 서버팜 영역으로 구성영역 구축하고 이후 보안 시스템 영역과 망간 자료 연계 시스템 영역으로 분류하여 구축 연구 하였다. 제안한 방법의 우수성을 입증하기 위해 국내 1만 user 이상의 사이트 조사를 통한 프로그램 부하와 LOB(Line Of Business)등이 VM(virtual machine) Density가 보수적 산정된 근거를 바탕으로 네트워크 가상화를 이용한 망 분리 구축이 연구 되었다.

TBM disc cutter ring type adaptability and rock-breaking efficiency: Numerical modeling and case study

  • Xiaokang Shao;Yusheng Jiang;Zongyuan Zhu;Zhiyong Yang;Zhenyong Wang;Jinguo Cheng;Quanwei Liu
    • Geomechanics and Engineering
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    • 제34권1호
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    • pp.103-113
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    • 2023
  • This study focused on understanding the relationship between the design of a tunnel boring machine disc cutter ring and its rock-breaking efficiency, as well as the applicable conditions of different cutter ring types. The discrete element method was used to establish a numerical model of the rock-breaking process using disc cutters with different ring types to reveal the development of rock damage cracks and variation in cutter penetration load. The calculation results indicate that a sharp-edged (V-shaped) disc cutter penetrates a rock mass to a given depth with the lowest load, resulting in more intermediate cracks and few lateral cracks, which leads to difficulty in crack combination. Furthermore, the poor wear resistance of a conventional V-shaped cutter can lead to an exponential increase in the penetration load after cutter ring wear. In contrast, constant-cross-section (CCS) disc cutters have the highest quantity of crack extensions after penetrating rock, but also require the highest penetration loads. An arch-edged (U-shaped) disc cutter is more moderate than the aforementioned types with sufficient intermediate and lateral crack propagation after cutting into rock under a suitable penetration load. Additionally, we found that the cutter ring wedge angle and edge width heavily influence cutter rock-breaking efficiency and that a disc cutter with a 16 to 22 mm edge width and 20° to 30° wedge angle exhibits high performance. Compared to V-shaped and U-shaped cutters, the CCS cutter is more suitable for soft or medium-strength rocks, where the penetration load is relatively small. Additionally, two typical case studies were selected to verify that replacing a CCS cutter with a U-shaped or optimized V-shaped disc cutter can increase cutting efficiency when encountering hard rocks.

독립형 LNG 화물창의 공학적 결함 평가 (Engineering Critical Assessement for an Independent Type-B LNG Cargo Tank)

  • 서재훈;박규식;차인환;정준모
    • 대한조선학회논문집
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    • 제60권4호
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    • pp.213-221
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    • 2023
  • The demand for Liquefied Natural Gas (LNG) carriers and LNG-fueled ships has significantly increased in recent years due to the sulfur-oxide emission regulations by the International Maritime Organization (IMO). The main goal of this paper is to introduce the process for the Engineering Critical Assessment (ECA) of IMO independent type-B cargo tanks made from 9% nickel alloy. A methodology proposed by the British Standard was used to conduct ECA for any structure with initial flaws. Based on this standard, a Matlab code was developed to perform ECA. Coarse mesh Finite Element Analysis (FEA) was performed on an independent type-B LNG cargo tank with a capacity of 15,000 m3. The location with the highest development of maximum principal stress was identified at the bottom of the cargo tank. Fine mesh FEA was performed to obtain the stress range required for ECA. The dynamic cargo tank loads used for FEA were determined using some ship rules presented by Det Norske Veritas. As a result of performing a 20-year long-term crack propagation analysis with a semi-elliptical surface crack, the fracture-to-yield ratio exceeded the Fracture Assessment Line (FAL) and some structural reinforcement was necessary. Performing a 15-day short-term crack propagation analysis, the fracture-to-yield ratio remained within the FAL, and no significant LNG leaks were expected. This paper is believed to provide a guide for performing ECA of LNG cargo tanks in the future by providing the basic theory and application sample necessary to perform ECA.

포물선 아치의 횡-비틂 좌굴 강도 (Lateral-Torsional Buckling Strength of Parabolic Arches)

  • 문지호;윤기용;이태형;이학은
    • 대한토목학회논문집
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    • 제29권2A호
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    • pp.145-153
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    • 2009
  • 본 연구에서는 포물선 아치의 횡-비틂 좌굴 강도에 관한 연구를 수행하였다. 포물선 아치는 아치의 중립축을 따라 곡률이 변하므로 일정한 곡률을 갖는 원형 아치의 경우보다 횡-비틂 좌굴 강도식을 유도하는 것이 복잡하며, 이에 대한 연구가 미흡한 실정이다. 본 연구에서는 ?의 효과를 고려하여 변곡률을 갖는 아치의 횡-비틂 좌굴식을 유도하고 포물선 아치의 좌굴강도를 계산하기 위하여 유한차분법을 이용한 수치해법을 제안하였다. 이러한 수치해법은 기존 연구자 및 유한요소해석 결과와 비교하였으며, 그 타당성을 검증하였다. 마지막으로, 변수해석을 수행하여 라이즈비의 영향에 따른 원형과 포물선 아치의 횡-비틂 좌굴 강도를 비교 분석하였다.