• 한국기계가공학회지
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• 제18권4호
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• pp.16-25
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• 2019

Recently, due to labor shortages in rural areas within South Korea, the demand for upland-field machinery is growing. In addition, there is a lack of development of systematic performance testing of upland-field machinery. Thus, this study examined structural safety and drawbar pull based on soil properties, as a first step for systematic performance testing on the test bed. First, the properties of soil samples from 10 spots within the experimental site were examined. Second, the strain was measured and converted into stress on 8 points of an onion harvester that are likely to fail. More specifically, the chosen parts are linked to the power, along with the drawbar pull, using a 6-component load cell equipped between the tractor and the onion harvester. The water content of the soil ranged between 5.7%-7.5%, and the strength between 250-1171 kPa. The test soil was subsequently classified into loam soil based on the size distribution ratio of the sieved soil. The onion harvester can be considered as structurally safe based on the derived safety factor and the drawbar pull of 115-1194 kgf, according to the working speed based on agricultural fieldwork.

• Tribology and Lubricants
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• 제35권3호
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• pp.183-189
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• 2019

The driver seat of an automobile is in direct contact with the driver and provides the driver with a safe and comfortable ride. The seat consists of a frame, a rail, and many recliners. In recent years, strength and operating force measurement testing of the recliner have become vital for designing car seats. However, performance evaluation requires expensive testing equipment, numerous seat products, and considerable time. Therefore, the trend is to reduce experimentation through interpretation. This study examines the lubrication of solid lubricant for automotive seat recliners and confirms the friction and wear performance. In this study, the lubrication behavior of solid lubricants for car seat recliners is investigated to ascertain the friction and wear performance and to provide accurate values for the strength analysis. The friction material consists of a pin and a plate made from steel, which is widely used in recliners. The friction and wear under lubrication conditions are measured by a reciprocating friction wear tester. The friction coefficient is obtained according to the load and speed. Based on the obtained results, it is possible to achieve a reduction in the error of the test value and the analysis by providing the friction coefficient and wear of the lubricant. The results can be applied to the analysis of automobile seat design.

• 한국융합학회논문지
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• 제10권10호
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• pp.117-122
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• 2019

슬로싱 현상은 현상의 특성인 격렬한 자유표면을 가지는 유동 문제뿐만 아니라, 슬로싱이 발생하는 유체 탱크가 부유체 혹은 어떠한 물체에 탑재되어 전체 시스템에 영향을 줄 수 있다는 것이 가장 큰 논의점이다. 이러한 이유로 일반적인 슬로싱에 대한 해석은 탱크의 움직임에 의한 내부 유동의 발생, 그리고 그로 인해 야기되는 충격하중의 해석이 주를 이룬다. 이러한 슬로싱 현상은 비선형성이 강하며 자유표면에서의 대-변형이 발생한다. 매우 높은 비선형성으로 인해 실험에서는 재현성이 낮고, 수치 시뮬레이션에서는 정확도가 낮다는 것이 지속적으로 문제시 되어 왔다. 본 연구에서는 높은 정확도를 가지는 카메라 비전 기술을 이용한 실험과 입자법을 이용한 시뮬레이션을 비교하였다. 탱크의 주요 제원을 통해 구해진 고유 주기와 그 주변 주기를 가지는 운동에서의 슬로싱 현상을 수치적으로 시뮬레이션 하였으며, 비교를 통해 탱크 내 슬로싱 하중을 분석하였다.

• Structural Engineering and Mechanics
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• 제71권4호
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• pp.391-405
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• 2019

Compared to the ambient vibration test mainly identifying the structural modal parameters, such as frequency, damping and mode shapes, the impact testing, which benefits from measuring both impacting forces and structural responses, has the merit to identify not only the structural modal parameters but also more detailed structural parameters, in particular flexibility. However, in traditional impact tests, an impacting hammer or artificial excitation device is employed, which restricts the efficiency of tests on various bridge structures. To resolve this problem, we propose a new method whereby a moving vehicle is taken as a continuous exciter and develop a corresponding flexibility identification theory, in which the continuous wheel forces induced by the moving vehicle is considered as structural input and the acceleration response of the bridge as the output, thus a structural flexibility matrix can be identified and then structural deflections of the bridge under arbitrary static loads can be predicted. The proposed method is more convenient, time-saving and cost-effective compared with traditional impact tests. However, because the proposed test produces a spatially continuous force while classical impact forces are spatially discrete, a new flexibility identification theory is required, and a novel structural identification method involving with equivalent load distribution, the enhanced Frequency Response Function (eFRFs) construction and modal scaling factor identification is proposed to make use of the continuous excitation force to identify the basic modal parameters as well as the structural flexibility. Laboratory and numerical examples are given, which validate the effectiveness of the proposed method. Furthermore, parametric analysis including road roughness, vehicle speed, vehicle weight, vehicle's stiffness and damping are conducted and the results obtained demonstrate that the developed method has strong robustness except that the relative error increases with the increase of measurement noise.

• 한국추진공학회지
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• 제23권1호
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• pp.124-131
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• 2019

가스터빈엔진 고도시험설비 운용특성탐색 및 설비튜닝 연구와 유량/추력 측정방안 검증을 위한 엔진 시뮬레이션덕트 설계 연구를 수행하였다. 설비 운용특성 검증은 배압/추력 제어가 필요하므로 Spikecone type의 가변노즐을 적용하였으며, 유량검증용 ISO 쵸킹노즐의 추가장착이 가능토록 설계하였다. 시뮬레이션덕트 주유로 면적은 1D Sizing으로 결정하고, 노즐면적변화에 따른 시뮬레이션덕트 내부 유동특성은 1D/CFD 해석으로 조사하였으며, 해석결과로부터 설비운용특성 탐색 및 유량/추력 검증시험을 위한 공기공급부 시험조건을 도출하였다. Spike 노즐 구동부는 시험 전운용 구간에서 공력하중조건을 견디도록 모터, 리니어 볼스크류 등의 부품모델을 선정하였으며, 시험 시 10 mm/s의 이송속도가 가능하도록 설계하였다.

• 한국산학기술학회논문지
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• 제19권12호
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• pp.54-61
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• 2018

자동차의 엔진에서 불완전 연소는 유해 배기가스 생성의 주요 원인이다. 따라서 본 연구에서는 자동차 엔진에서 불완전 연소를 방지하고 배출되는 배기가스의 양을 줄이기 위하여 흡기 매니폴드에 가스켓 블레이드를 적용하여 유입되는 공기의 유속 증가에 따른 배기가스의 변화를 해석과 실험을 통하여 고찰하였다. 먼저 3D 유동 해석 프로그램을 사용하여 가스켓 블레이드의 개수와 각도에 따른 유동 해석을 수행하였으며, 해석 결과 가스켓 블레이드를 적용한 흡기 매니폴드 출구에서 공기의 평균 유속은 블레이드 개수가 6개와 $30^{\circ}$각도에서 가장 좋게 나타났다. 해석 결과를 기반으로 무부하 엔진 시뮬레이션 시스템에서 가스켓 블레이드가 배기가스에 미치는 영향을 확인하기 위하여 실험을 진행하였으며 엔진 회전수가 2000 rpm에서 4000 rpm으로 증가함에 따라 배기가스인 HC, CO, NOx는 평균적으로 각각 23.4%, 16.5%, 3.8% 감소하였으며 배기가스의 배출량 감소 효과는 점점 줄어드는 것으로 나타났다.

• 한국융합학회논문지
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• 제10권4호
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• pp.131-138
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• 2019

디젤엔진은 열효율이 높고 연비가 좋으며 CO, HC 및 $CO_2$의 배출량이 낮은 등 가솔린 엔진보다 상당한 장점이 있다. 그러나 디젤엔진은 배기가스 중에 $O_2$ 농도가 높기 때문에 NOx 저감이 어렵고, 삼원촉매를 적용하기 어렵다. Urea-SCR과 LNT는 디젤엔진에서 NOx를 연속적으로 저감하는데 활용 가능한 두 기술이다. 디자인 엔진에 Urea-SCR 시스템을 구현함으로써 2.5l 이상 엔진에서 Euro-6의 강화된 NOx 기준을 충족시킬 수 있게 되었다. 본 연구에서는 엔진 회전속도, 부하, 촉매 방식 및 $NH_3$/NOx 비율에 따른 NOx 저감 특성을 연구하여 NOx 저감을 극대화하는 조건을 제시하고자 한다. 또한 Euro-6 이상의 규제에 대응할 수 있도록 Urea-SCR에 대한 정밀한 실험 데이터를 제공하고자 한다.

• Structural Engineering and Mechanics
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• 제78권2호
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• pp.163-174
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• 2021

Track-bridge interaction has become an essential part in the design of bridges and rails in terms of modern railways. As a unique ballastless slab track, the longitudinal continuous slab track (LCST) or referred to as the China railway track system Type-II (CRTS II) slab track, demonstrates a complex force mechanism. Therefore, a comprehensive track-bridge interaction study between multi-span simply supported beam bridges and the LCST is presented in this work. In specific, we have developed an integrated finite element model to investigate the overall interaction effects of the LCST-bridge system subjected to the actions of temperature changes, traffic loads, and braking forces. In that place, the deformation patterns of the track and bridge, and the distributions of longitudinal forces and the interfacial shear stress are studied. Our results show that the additional rail stress has been reduced under various loads and the rail's deformation has become much smoother after the transition of the two continuous structural layers of the LCST. However, the influence of the temperature difference of bridges is significant and cannot be ignored as this action can bend the bridge like the traffic load. The uniform temperature change causes the tensile stress of the concrete track structure and further induce cracks in them. Additionally, the influences of the friction coefficient of the sliding layer and the interfacial bond characteristics on the LCST's performance are discussed. The systematic study presented in this work may have some potential impacts on the understanding of the overall mechanical behavior of the LCST-bridge system.

• 한국인터넷방송통신학회논문지
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• 제20권6호
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• pp.1-6
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• 2020

도로이동 오염원 대기환경 빅데이터는 상시 교통량 조사장비인 AVC, VDS, WIM, DTG를 활용한 차종, 속도, 하중 등 실시간 교통류 데이터와 GIS를 활용한 도로형상(오르막, 내리막, 회전구간) 데이터를 연계한 교통류 데이터로 구성되어 있다. 또한, 일반적인 데이터와 달리 단위시간 당 데이터가 많이 발생하고, 다양한 포맷을 가지고 있다. 특히, 이들 상세 교통류 정보로 수집되는 대용량의 실시간 데이터들은 약 총 740만 건/시간 이상이 수집되어 저장 및 가공되기 때문에 효율적으로 데이터를 처리할 수 있는 시스템이 필요하다. 따라서 본 연구에서는 도로이동 오염뭔 대기환경 빅데이터 시각화를 위한 오픈소스 기반의 데이터 병렬처리 성능 최적화 연구를 수행한다.

• 국제강구조저널
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• 제18권5호
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• pp.1639-1653
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• 2018

Bolted connections are suitable due to high quality prefabrication in the factory and erection in the workplace. Prefabrication and modularization cause high speed of erection and fabrication, high quality and quick return of investment. Their technical hitches transportation can be removed by prefabrication of joints and small fabrication of components. Box-columns are suitable members for bolted structures such as welded steel structures with moment frames in two directions etc., but their continual fabrication in multi-story buildings and performing the internal continuity plate in them will cause some practical dilemmas. The details of the proposal technique introduced here, is to remove such problems from the box columns. Besides, some other advantages include new prefabricated bolted beam-to-column connections referred to BBCC. This connection is a set of plates joined to columns, beams, support, and bolts. For a better understanding of its fabrication and erection techniques, two connection and one structural maquettes are made. The present work aims to study the cyclic behavior of connection numerically. To verify the accuracy of model, a similar tested connection was modelled. Its verification was then made through comparison with test results. The behavior of connection was evaluated for an exterior connection using three different support shapes. The effects of support shapes on rigidity, ductility, rotation capacity, maximum strength, four rad rotation strength were compared to those of the AISC seismic provision requirements. It was found that single beams support has all the AISC seismic provision requirements for special moment frames with and without a continuity plate, and box with continuity plate is the best support in the BBCC connection.