• 제목/요약/키워드: Track Shoe

검색결과 15건 처리시간 0.024초

군용 궤도류 궤도몸체 설계 방법론 연구 (Design Technique for Track Shoe Body of Military Vehicles)

  • 신철호;오영민;박지수
    • 한국기계가공학회지
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    • 제17권2호
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    • pp.77-82
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    • 2018
  • Track shoes improve the off-road driving ability of tanks. The strength of the track shoe body directly affects the driving ability of tanks, self-propelled artillery, and armored vehicles. In this study, the design technique for track shoe body was investigated. To select the optimal design of track shoe body, three track shoe body models were suggested and compared. Tensile strength was calculated using computer-aided engineering (CAE) analysis. Compressive tests were conducted using the original tank sprocket because sprocket compression is critical to the lifespan of the track shoe body. As a result, one track shoe body design was selected and the process of track shoe body design was described.

다구찌 직교배열 실험을 이용한 무한궤도용 트랙 슈의 충격인성 향상 연구 (Impact toughness improvement of an undercarriage track shoe using the Taguchi orthogonal array experiment)

  • 김영석;장근성
    • 한국산학기술학회논문지
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    • 제16권3호
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    • pp.1611-1619
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    • 2015
  • 트랙 슈는 건설 중장비의 무한궤도에 사용되는 중요한 핵심 부품으로 열악한 환경에서 사용되기 때문에 충분한 강도와 충격인성이 확보되어야 한다. 본 연구에서는 보론 첨가강으로 만들어지는 트랙 슈의 경화능을 죠미니 H-밴드법을 통해 먼저 확인한 후, 충격인성 개선을 목표로 다구찌의 직교배열실험법을 사용하여 트랙 슈의 제조공정을 최적화하여 트랙 슈의 충격인성 향상을 꾀하고자 하였다. 공정변수로는 트랙 슈의 제조과정에 있는 블룸소재별 압하비, 뜨임 온도, 뜨임 유지시간을 택하였으며, 직교배열 실험을 수행하여 이들 변수가 샤르피 충격실험으로 평가한 충격인성에 미치는 영향을 평가였다. 그 결과, 트랙 슈의 충격인성은 압하비가 높은 쪽이 유리하고, 뜨임 온도는 $210^{\circ}C$, 뜨임 유지 시간은 80분이 유리하다는 것을 알 수 있다.

궤도고무부품의 열해석에 관한 연구 (A study of Heat Analysis on Track Rubber Parts)

  • 김영수
    • 한국정밀공학회지
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    • 제16권9호
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    • pp.117-122
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    • 1999
  • Track rubber parts has heat built-up as long as dynamic loading is applied from running tracked vehicles. Durability is required for rubber part to sustain the heat accumulation and heat exchange between rubber-metal assembly and environmental air and ground. For this research, the track assembly was divided into four parts i.e., bottom track shoe, upper track pad, pin busing and metal structure. Three rubber parts and metal structure were modelled and analyzed with MARC package program to obtain time-temperature data which was induced form mechanical work of tracked vehicles. heat accumulation data was obtained from special experiments under the room temperature of 25$^{\circ}C\;and\;35^{\circ}C$ to simulate the actual environmental conditions. From this research, it is cleared that the environmental temperature does not affect to the heat accumulation speed in rubber parts. Also, the heat built-up mechanism was clarified from the thermo-mechanical work based on numerical analysis and experiments.

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궤도형 전투차량의 궤도박리 발생 및 성장모드 예측에 관한 연구 (Separation Mode Analysis of Track Assembly of Main Battle Tank)

  • 이경호;박병훈
    • 한국군사과학기술학회지
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    • 제10권3호
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    • pp.173-180
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    • 2007
  • In this paper, we have proposed a simple finite element model for separation mode analysis on the roadwheel and track assembly of main battle tank and established a contact stress-based mechanism which could explain the initiation and growth of separation defect occurred during the test of padreplacable track. It was proved that the longitudinal contact shear stress component on the pin hole region of the track shoe body which is parallel to the driving direction is consistent with the crack initiation at the bonding surface between track shoe and wheel-side rubber. The longitudinal shear stress increased locally near the separated region after the separation initiated. So we could assume that the local stress concentration accelerates the separation growth according to the shear mode.

족저 압력분포 평가를 위한 Foot Track System의 개발 (Development of the foot track system for the evaluation of foot plantar surface pressure distribution)

  • 이기훈;정민근;김태복
    • 대한인간공학회지
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    • 제11권2호
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    • pp.23-33
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    • 1992
  • The distribution of the pressure between the sole of a feet and a supporting surface can reveal the information about the structure and fonction of the foot and the posural control of the whole body. In particular, the measurement of the vertical contact forces between the plantar surface of the foot and the shoe insole is of great importance to reveal the loading distributio patterns incurred from a particular shoe midsole design. In order to investigate the plantar surface pressure distribution, an insole-type sensor with a piezoelectric material is developed and tested. The present paper describes a new method to completely reduce both the shear force and pyroelectric effects that are normally caused from piezoelectric materials.

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장대레일 교량의 지간병화에 따른 궤도 축력 연구 (A Study on the Track Longitudinal Force on the CWR track bridge with variable span length)

  • 정석인;김상철;김연태
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2004년도 추계학술대회 논문집
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    • pp.781-787
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    • 2004
  • Where the track is continuously welded over a bridge, the longitudinal force is interacted between the track and the sub-structure. Due to this respect, the expansion joint is used to decrease this force. But the expansion joint has several problems related to passenger comfort and maintenance etc. In this study, it is analysed about how the stability of the track is affected as the span length becomes longer in case of 2-span continuos bridge. It is found that there is no problem of an stability unless the span length is longer than 90m when the elastic shoe is used. And several parametric studies were also implemented.

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장대레일 축력을 고려한 고속철도 특수교량의 변수별 분석 (Parameter Study for Long-Span Bridge of High-Speed Railway considering CWR Axial Force)

  • 이종순;조수익;박만호;주환중;남형모
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2010년도 춘계학술대회 논문집
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    • pp.1452-1459
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    • 2010
  • Application of long-span bridge, which is affected by parameters such as span length, shoe boundary condition, track property and stiffness of superstructure and substructure etc., can vary. Especially, by CWR aspects of the axial force, that can be less constraints of construction depending on whether the application of rail expansion joint(REJ), which has disadvantaged in terms of maintenance. In this study, it was performed parameter study for multiple variables (shaft length, the upper and lower cross-section characteristics, track characteristics, etc.) in terms of CWR aspects. Structure-rail interaction analysis was applied to the typical simple span PSC Box and 3 span continuous bridge Extradosed Bridge(50m+80m+50m) excluding REJ. If you set the boundary e of variables for long-span railway bridge excluding REJ through the this study, when designing future is expected to be able to useful.

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Intelligent Shoes for Detecting Blind Falls Using the Internet of Things

  • Ahmad Abusukhon
    • KSII Transactions on Internet and Information Systems (TIIS)
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    • 제17권9호
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    • pp.2377-2398
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    • 2023
  • In our daily lives, we engage in a variety of tasks that rely on our senses, such as seeing. Blindness is the absence of the sense of vision. According to the World Health Organization, 2.2 billion people worldwide suffer from various forms of vision impairment. Unfortunately, blind people face a variety of indoor and outdoor challenges on a daily basis, limiting their mobility and preventing them from engaging in other activities. Blind people are very vulnerable to a variety of hazards, including falls. Various barriers, such as stairs, can cause a fall. The Internet of Things (IoT) is used to track falls and send a warning message to the blind caretakers. One of the gaps in the previous works is that they were unable to differentiate between falls true and false. Treating false falls as true falls results in many false alarms being sent to the blind caretakers and thus, they may reject the IoT system. As a means of bridging this chasm, this paper proposes an intelligent shoe that is able to precisely distinguish between false and true falls based on three sensors, namely, the load scale sensor, the light sensor, and the Flex sensor. The proposed IoT system is tested in an indoor environment for various scenarios of falls using four models of machine learning. The results from our system showed an accuracy of 0.96%. Compared to the state-of-the-art, our system is simpler and more accurate since it avoids sending false alarms to the blind caretakers.

장대레일 축력을 고려한 REJ 미적용 고속철도 특수교량 형식 제시 및 변수별 분석 (Type Suggestion and Parameter Study for Long-Span Bridge of High-Speed Railway without the REJ considering CWR Axial Force)

  • 이종순;주환중;신재열;윤성순;박선희;남형모
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2011년도 춘계학술대회 논문집
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    • pp.1254-1261
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    • 2011
  • Application of long-span bridge, which is affected by parameters such as span length, shoe boundary condition, track property and stiffness of superstructure and substructure etc., can vary. Especially, by CWR aspects of the axial force, long-span high speed railway bridges are limited at type and span length. In this study, in terms of CWR axial force, the long-span high-speed railway bridges without REJ(Rail Expansion Joint) is to propose the bridge type. Various Parameters analysis performed for the proposed type(Arch bridge, Cable-stayed bridge).

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초음파센서와 관성센서를 이용한 발의 움직임 추적 시스템 (Foot Movement Tracking System using Ultrasonic Sensors and Inertial Sensors)

  • 부장훈;박상경;서영수
    • 제어로봇시스템학회논문지
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    • 제16권11호
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    • pp.1117-1124
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    • 2010
  • This paper presents a foot movement tracking system using ultrasonic sensors and inertial sensors, where the position and velocity of foot are computed using inertial sensors and ultrasonic sensors mounted on a shoe. A foot movement can be estimated using an inertial navigation algorithm only; however, the error tends to increase due to biases of gyroscopes and accelerometers. To reduce the error, a localization system using ultrasonic sensors is additionally used. In the localization system using ultrasonic sensors, the position is continuously calculated in the absolute coordinate. An indirect Kalman filter is used to combine inertial sensors and ultrasonic sensors. Through experiments, it is shown that the proposed system can track a foot movement.