• 한국철도학회논문집
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• 제9권4호
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• pp.401-411
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• 2006

The major objective of this study is to investigate the dynamic behaviors of track due to the deterioration characteristics of ballast for servicing tracks by the field test. The durability of ballast plays an important role in the track behaviour. To estimate the deterioration characteristics of ballast, several tests have been carried out by several scholars. The deterioration characteristics of ballast is one of the most important factor in the dynamic behaviour of track and its life. In this paper abrasion/breakage characteristics of ballast is studied to predict the effect of physical ballast characteristics on ballast track. To reveal deterioration characteristics of ballast, the field test were carried out. The deterioration characteristics, studied in this paper, is applied to the dynamic behaviour of track in various conditions.

• 대한의용생체공학회:학술대회논문집
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• 대한의용생체공학회 1989년도 춘계학술대회
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• pp.77-80
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• 1989

This paper describes a study on the locomotion control system for a indoor-use mobile wheelchair. Three lode of operations - BASIC, AUTOMATIC and PROGRAMMED - are employed as basic algorithm building block. One-chip microcomputer 8031 is dominating the control of actuation part and it can control the range of rotating speed of the wheel both right and left by servo motor. Keyboard is employed as a command input device. This system is intended to improve the daily life of the disabled by the intelligent interactive operation scheme.

• 한국농공학회지
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• 제34권1호
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• pp.66-77
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• 1992

A prototype probabilistic approach to thickness design for asphalt pavement surface course was developed using first-order second moment probability model. The tensile strain (load effect) developing at the bottom of surface layer due to the wheel load and the critical strain (resistance) of asphalt concrete were used as random variables for pavement reliability analysis. Based on the parameters for load effect and resistance data collected from reference and field, simulated data were generated by Monte Carlo method for reliability evaluation of the pavement for a typical rural highway. Thickness of pavement surface course was defined in terms of target reliability of the pavement, growth factor of traffic, design life of pavement and resistance of the asphalt concrete to be placed on the pavement. According to these rationales, prototype thickness design chrats were sugested through example studies. From these, similar design charts can be developed for many pavements if appropriate data and target reliability are determined.

• 한국자동차공학회논문집
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• 제11권2호
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• pp.140-147
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• 2003

Full scale durability test in the laboratory is an essential of any fatigue life evaluation of components or structures of the automotive vehicle. Component testing is particularly important in today's highly competitive industries where the design to reduce weight and production costs must be balanced with the necessity to avoid expensive service failure. Generally, hydraulic road simulator is used to carry out the fatigue test and the vibration test. In this paper, the link unit which is able to realize the 3 element forces such as vertical force, lateral force, and longitudinal force that are applied to the road simulator is designed. Also, the designed link is verified with kinematics and inverse-kinematics. From this results, the designed factor satisfied the maximum stroke so that it satisfied the requirements for 3-axial road simulator.

• Journal of Magnetics
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• 제18권4호
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• pp.473-480
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• 2013

A new concept design of electromagnetic energy harvester is proposed for powering a tire pressure monitoring sensor (TPMS). The thin coil strap is attached on the circumferential surface of a rim and a permanent magnet is placed on the brake caliper system. When the wheel rotates, the relative motion between the magnet and the coil generates electrical energy by electromagnetic induction. The generated energy is stored in a storage unit (rechargeable battery, capacitor) and used for TPMS operation and wireless signal transmission. Innovative layered design of the strap is provided for maximizing energy generation. Finite Element Method (FEM) and experiment results on the proposed design are compared to validate the proposed design; further, the method for design improvement is discussed. The proposed design is excellent in terms of durability and sustainability because it utilizes the everlasting rotary motion throughout the vehicle life and does not require material deformation.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2004년도 추계학술대회 논문집
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• pp.283-289
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• 2004

Rail defects(Corrugation, shelling, etc) are occurred by the Rail with wheel contact stress. Rail grinding is maintaining of optimal rail profile to use special rail grinding machine to remove rail defect. The benefits of rail grinding enforcement, improve track safety, improve track steering and rail life, improve ride comfort and reduce noise, etc. Actually when rail grinding plan apply to field track, we should consider a lot of function before determination, such as grinding method, grinding pass number, removing metal volume, etc. because each track has various characteristics. Therefore it is important that the determination of rail grinding strategy for optimum and economic before enforcement.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2006년도 추계학술대회 논문집
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• pp.494-507
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• 2006

The major objective of this study is to investigate the dynamic behaviors of track due to the deterioration characteristics of ballast for servicing tracks by the field test. The durability of ballast plays an important role in the track behaviour. To estimate the deterioration characteristics of ballast, several tests have been carried out by several scholars. The deterioration characteristics of ballast is one of the most important factor in the dynamic behaviour of track and its life. In this paper abrasion/breakage characteristics of ballast is studied to predict the effect of physical ballast characteristics on ballast track. To reveal deterioration characteristics of ballast, the field test were carried out. The deterioration characteristics, studied in this paper, is applied to the dynamic behaviour of track in various conditions.

• 오토저널
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• 제12권2호
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• pp.59-70
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• 1990

Crack of breaking toughness of most Ceramics material is 1-5MPa .root.m but that of Zirconia Ceramics is improved to be 6-8MPa .root.m and its development of machining difficult-to-machine material is on the rise as urgent subject. For general Zirconia Ceramics machining, diamond grinding wheel is generally used by selecting an appropriate one and establishing grinding condition but due to such limitations as economics, grinding efficiency and machining geometry, great interest in machining method being used for diamond tool is emphasized. But it is reported that diamond tool is oxidized by cutting heat in the air and is graphitized in vacuum, which causes bad effects on tool life. In this study, to restraint cutting heat the internal side of tool is cooled, and restraint low temperature cooling system and being experimented. Further, the machinability of diamond tool for Zirconia Ceramics machining is analyzed with respect to tool wear and stress.

• 재활복지공학회논문지
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• 제10권2호
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• pp.171-176
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• 2016

본 연구는 옴니휠을 이용한 1인승 탑승 로봇개발을 통해 장애인 및 비장애인 탑승자의 거동특성과 안정성을 고려한 사용자의 불편요소와 개선방안을 파악하여 총 6명의 사용성 평가를 실시하였다. 본 연구 결과를 보면 다음과 같다. 첫째, 대구대학교 신애5호관 기숙사에서 실험대상자들에게 옴니휠을 이용한 1인승 로봇을 사용하여 불편요소를 파악하는데 있는 승하차의 경우 비장애인이 만족도 4점보다 장애인이 만족도 1.6점으로 가장 큰 불편함을 느꼈다. 이는 휠체어 높이보다 제품의 시트높이가 10cm 더 높아 이동하기 어려웠던 것으로 분석된다. 둘째, 1인승 로봇의 주행와 안전을 위해 장착된 시트, 등받이, 암레스트, 풋레스트, 안전벨트 등 장애인과 비장애인 모다 3점 평균이하의 각각 2.33점과 2.62점의 만족도를 보였으나, 가변형설계 및 설계디자인의 경우 장애인과 비장애인 모두 3.5점의 평균 이상 만족도를 나타내었다. 셋째, 1인승 로봇의 가격의 경우 6~7백만원으로 상당히 비싸다는 의견이 많아 정부 보조금 지원이 가능하다면 전동휠체어 대용으로 구입하겠다는 의견을 나타내었다. 따라서 장애인 사용성 평가에서 나타난 불편사항과 개선방안을 토대로 추가적인 연구개발이 이루어져 교통약자들에게 스스로 탑승 및 이동하여 간단한 일상생활 하는데 있어 삶의 질을 높일 필요성이 있다.

• 한국철도학회논문집
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• 제19권3호
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• pp.331-340
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• 2016

본 연구에서는 광폭 침목형 아스팔트콘크리트 궤도의 최적 도상 두께와 설계수명 결정을 위한 설계그래프를 개발하기 위하여, 주요 성능 파라미터로서 윤중 및 설계속도, 교통량 (MGT), 각층 재료 강성, 아스팔트콘크리트 도상 두께 등을 설정하였다. KTX 설계속도를 반영, 동적 할증계수를 고려한 준정적 윤중을 계산하고 이를 아스팔트콘크리트 궤도 상부에 재하시 아스팔트콘크리트 도상 하면에 발생하는 인장 변형률 및 흙노반 상면에서의 수직변형률을 ABAQUS프로그램을 활용하여 3차원 구조해석을 통해 산정하였다. 임의 성능 파라미터의 조합을 달리 구성하면서 임의 아스팔트콘크리트 궤도구조 단면에 대한 구조해석을 실시하였다. 계산된 아스팔트콘크리트 도상 하면 인장 변형률과 흙 노반상 수직 변형률을 손상이론에 적용하여 임의 궤도 단면구성과 성능 파라미터 조합 시에 기대할 수 있는 광폭 침목형 아스팔트콘크리트 궤도의 설계수명을 예측할 수 있는 설계그래프를 개발하였다. 이 설계그래프를 바탕으로 실무에서 간단히 설계 목적으로 활용할 수 있는 광폭 침목형 아스팔트콘크리트 궤도구조의 설계수명 50년에 대응하는 설계표를 개발하였다.