• Structural Engineering and Mechanics
• /
• 제75권4호
• /
• pp.497-506
• /
• 2020

CA mortar layer disengagement will give rise to the overall structural changes of the track and variation in the vibration form of the ballastless track. By establishing a vehicle-track-viaduct coupling analysis and calculation model, it is possible to analyze the CRTS-I type track structure vibration response while the track slab is disengaging with the power flow evaluation method, to compare the two disengaging types, namely partial contact loss at one edge beneath track slab and partial contact loss at midpoint beneath track slab. It can also study how the length of disengaging influences the track structures vibration power. It is showed that when the partial contact loss beneath track slab, and the relative vibration energy level between the rail and the track slab increases significantly within [10, 200]Hz with the same disengaging length, the partial contact loss at one edge beneath track slab has more prominent influence on the vibration power than the partial contact loss at midpoint beneath track slab. With the increase of disengaging length, the relative vibration energy level of the track slab grows sharply, but it will change significantly when it reaches 1.56 m. Little effect will be caused by the relative vibration energy level of the viaduct. The partial contact loss beneath the track slab will cause more power distribution and transmission between the trail and track slab, and will then affect the service life of the rail and track slab.

• Journal of Advanced Marine Engineering and Technology
• /
• 제34권4호
• /
• pp.508-514
• /
• 2010

본 논문은 커먼레일 디젤엔진의 정속운전시 배출되는 나노크기의 입자상 물질을 분석하는데 초점을 두었다. 디젤산화촉매 후단에서 나노입자상 물질의 개수농도 저감수준은 크지 않았으나 매연여과장치 후단에서 분석한 결과 1,000배 정도 저감되는 결과를 확인하였다. 고속 고부하 조건에서는 매연여과장치의 자연재생 효과로 인해 입자상 물질은 증가하였다. 연료분사시기를 BTDC $6^{\circ}CA$ 에서 ATDC $4^{\circ}CA$까지 지각시킨 결과 입자상 물질의 개수농도는 감소하였지만 최지각 조건인 ATDC $9^{\circ}CA$에서는 증가하는 결과를 확인하였다. EGR 적용시 핵화모드 입자상 물질은 저감되는 경향을 보였으며 축적모든 입자는 증가하였다.

• 전자공학회논문지SC
• /
• 제43권4호
• /
• pp.53-59
• /
• 2006

본 논문에서는 새로운 정밀 계측기용 전파 정류 회로를 제안하고 설계하여, 칩으로 구현 후 검증한 것에 대해 기술하였다. 기존의 회로는 회로가 복잡하고, 신호의 출력범위가 공통모드 (VDD/2) 전압부터 제한된 크기의 출력 전압 까지만 동작하는 문제점이 있었다. 제안된 회로에서는 2개의 2x1 먹스, 1개의 차동 차이 증폭기, 1개의 고속비교기를 이용하여 간단하게 구현하였다. 특히 하나의 차동 차이 증폭기를 이용하여 입력된 신호를 접지(Ground) 레벨로 낮추는 기능과 2배 증폭 기능을 동시에 수행하게 함으로서 신호 전압 전 영역 (Vss 부터 전원 전압 VDD 까지)으로 동작하도록 설계하였다. 기존의 회로에 비해 50% 이상의 하드웨어 면적과 소모전력 감소 효과를 얻었다. 제안된 전파정류회로는 0.35 um 1-poly 2-metal 표준 CMOS 공정을 이용하여 구현하여 검증하였다. 칩 면적은 $150um{\times}450um$ 이며 전력 소모는 3.3V 전원 전압에서 840uW이다

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

• Geomechanics and Engineering
• /
• 제36권5호
• /
• pp.417-426
• /
• 2024

Shield tunneling method is widely used to build tunnels in complex geological environment. Stability control of tunnel face is the key to the safety of projects. To improve the excavation efficiency or perform equipment maintenance, the excavation chamber sometimes is not fully filled with support medium, which can reduce the load and increase tunneling speed while easily lead to ground collapse. Due to the high risk of the face failure under non-fully support mode, the tunnel face stability should be carefully evaluated. Whether compressive air is required for compensation and how much air pressure should be provided need to be determined accurately. Based on the upper bound theorem of limit analysis, a non-fully support rotational failure model is developed in this study. The failure mechanism of the model is verified by numerical simulation. It shows that increasing the density of supporting medium could significantly improve the stability of tunnel face while the increase of tunnel diameter would be unfavorable for the face stability. The critical support ratio is used to evaluate the face failure under the nonfully support mode, which could be an important index to determine whether the specific unsupported height could be allowed during shield tunneling. To avoid of face failure under the non-fully support mode, several charts are provided for the assessment of compressed air pressure, which could help engineers to determine the required air pressure for face stability.

• 한국지반공학회논문집
• /
• 제24권4호
• /
• pp.79-88
• /
• 2008

고속철도는 300km/h 이상의 고속으로 운행되기 때문에 노반의 부등침하는 큰 사고를 야기시킬 수 있어 주의를 기울여 관리되어야 한다. 일반적으로 침하는 두 층(성토체, 하부 원지반)에서 발생될 수 있다. 이 중 원지반에 대한 연구는 많이 수행되어 왔으나, 성토체 자체의 압축침하에 대한 연구는 그 크기가 상대적으로 크지 않고 장기적으로 발생되는 특성으로 많은 연구가 이루어지고 있지 않은 실정이다 하지만 잔류침하량이 약 30mm까지 허용되는 콘크리트궤도의 고속철도 구간에서는 이로 인한 영향은 무시할 수 없으며 이에 대한 원인 규명이 필요하다. 성토체의 압축은 다양한 원인에 의해서 발생될 수 있을 것이다. 그 중에서도 성토체 자체의 장기적인 압축침하특성은 공사 완료 후에 지하수위 상승이나 강우로 인한 습윤화 과정(Wetting)에서 크게 발생될 수 있으며, 이는 'Hydro Collapse' 또는 'Wetting Collapse'라 할 수 있다. 이러한 Wetting Collpase 문제에 대한 연구가 많이 이루어지지 않고 있지만, 이로 인한 모래, 자갈, 암석 등의 다짐 성토체의 압축발생은 여러 연구자들에 의해 인지되어지고 있다. 본 연구에서는 4가지 종류의 지반/암석에 대해 응력수준과 습윤화 조건 등에 대한 Wetting Collapse 실험을 수행하여 그 영향 정도를 평가해 보았다. 대형 오이도미터를 이용하여 실험을 수행하였으며, 실험결과로 각 재료별 수직응력에 따라 발생되는 침하 변형률과 순수히 포화도 상승에 따른 침하 변형률을 평가할 수 있었다.

• 한국정보통신학회논문지
• /
• 제11권12호
• /
• pp.2352-2360
• /
• 2007

인버터를 적용한 유압시스템은 펌프의 마찰과 실린더 패킹 및 탑승 카와 레일의 마찰특성으로 인하여 PID 제어기로는 제어가 되지 않는 데드존이 생기게 된다. 본 논문에서는, 우선 유압시스템으로 구동되는 엘리베이터의 극저속 속도영역(zero-crossing)에서 속도가 제어되지 않는 원인이 되는 실린더의 마찰특성을 고찰하고, 이러한 실린더의 마찰특성으로 인하여 기존의 PID 속도제어기로 제어시 발생되는 문제점을 해결하기 위한 줌잉 퍼지룰을 포함한 퍼지제어기를 설계한다. 설계된 퍼지제어기와 PID 제어기의 출력을 비선형과 선형구간으로 나누어 각 제어기가 각각 동작하는 하이브리드 퍼지제어기를 설계한다. 제안된 하이브리드 퍼지제어기는 정속주행구간에서는 PID 제어기를 적용하고 PID제어기로 제어되지 않는 극저속 속도구간에서는 퍼지제어기를 적용하여 유압식 엘리베이터가 실린더의 마찰특성으로 인하여 극저속 속도영역(zero-crossing)에서 속도가 제어되지 않는 문제를 해결하고, 극저속 영역에서 뿐 아니라 정상상태를 포함한 전 운전영역에서의 제어성능이 우수함을 시뮬레이션과 실험을 통하여 보인다.

• 한국철도학회논문집
• /
• 제10권5호
• /
• pp.540-545
• /
• 2007

틸팅 열차는 곡선 구간에서 차체가 안쪽으로 기울어져 고속으로 회전해도 탈선하지 않는 열차를 말한다. 여러해 동안 한국철도기술연구원에서는 이 열차를 개발해왔다. 이 논문에서는 그동안 개발되어온 틸팅 열차의 동역학해석을 수행하였다. 이를 통해서 국제기준에 맞는 안정성과 주행성능을 지니고 있는지 확인하고 향후 속도 개선의 기본 자료를 생성하였다.

• 한국수소및신에너지학회논문집
• /
• 제34권1호
• /
• pp.59-68
• /
• 2023

In this study, the performance of high-pressure fuel pumps was compared to find a high-pressure pump suitable for dimethyl ether (DME) fuel, and to establish a database of basic data on flow rates. The use of DME in compression ignition engines can reduce pollutant emissions. The cetane value of DME is higher than that of diesel fuel. The physical properties of DME are similar to liquefied gasoline gas (LPG), and when pressurized at a pressure of 6 bar or more, it changes from gas to liquid. Two types of high pressure pumps used in this study were independent injection type pump and a wobble plate type pump. Two high-pressure pumps with different injection types were compared. By measuring and comparing the performance changes of the two high-pressure pumps, a pump suitable for DME was selected and performance improvement measures were proposed. The changed experimental conditions to measure the performance change of the high pressure pump were increased in the units of 100 to 1,000 rpm and 100 rpm, and the experiment was performed at common rail pressures 300 and 400 bar. it was confirmed that the DME inside the fuel supply system remained in a liquid state through temperature sensors, pressure sensors, and pressure gauges. As a result of the experiment, it was confirmed that the flow rate discharged from the high-pressure fuel pump increased as the motor rotational speed increased, and the flow rate of the high-pressure fuel pump

• 한국철도학회:학술대회논문집
• /
• 한국철도학회 2011년도 정기총회 및 추계학술대회 논문집
• /
• pp.297-302
• /
• 2011

Railway construction in the random vibration natural phenomena, as well as a relatively regular train loads for dynamic loads, such as a usability and safety should be ensured. Vibration due to train loads and seismic vibrations caused by wind compared to the typically very small in size, rather than the safety of the structure affects the usability. Recently in the downtown area, ground and underground facilities, such as a permanent facility that may cause excessive vibration increases, associated with the construction of these transportation facilities on ground vibrations of structures has been increasing concern and complaint. More recently, high-speed train vibration and noise due to furnace is increasing. In order to solve this problem, such as soundproof considering several feet, but by applying the vibration and noise reduction measures insufficient for the study is Free. In this study, track structure, track, and the inside of the building to support the system, the different forms of neurological history and share about the history cheonanahsan high-speed rail, if passed by the bus stop on the train loads of noise, and the history of interior noise and vibration measurement / analysis of measurement results to assess the relative comparison with the relevant provisions were reviewed. Based on this history, future plans for the design of the bridge to reflect the results of a study is intended to provide information. Waiting for the analysis of vibration and noise reduction, cheonanahsan history passed quietly in the train, on average, appeared to 67.53dB and 65.41dB nervous week on average, were measured with the history. Nervous week waiting room of history and the history cheonanahsan radically different shapes and sizes, so a direct comparison is impossible, but the vibration caused by the disc on the base of the polyurethane elastomer disk is not supported by GERB SYSTEM Waiting more effective in reducing the noise level considered in The main materials for railway and for the localization will help to ensure affordability is considered.