• Title/Summary/Keyword: Durability Performance Evaluation

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Design and Manufacture of Road Simulator for Suspension Durability Test (서스펜션 내구시험용 Road Simulator의 설계 및 제작)

  • 최경락;황성호;전승배
    • Proceedings of the Korean Society of Precision Engineering Conference
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    • 2001.04a
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    • pp.155-160
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    • 2001
  • The road simulator system can simulate the longitudinal, lateral, and vertical movement changed by road conditions and vehicle dynamic characteristics while driving. This system provides the durability evaluation of vehicle suspensions. The system consists of hydraulic actuators, link mechanism, and servo controller. The hydraulic actuators are specially manufactured using low friction seals to endure high speed movement. The link mechanism is designed in order to minimize the dynamic effect during motion and remove the interference between 3axes actuators. The servo controller is composed of sensors, sensor amplifiers - displacement transducers and load cells, and an industrial PC with DSP board which calculates the control algorithm to control hydraulic actuators. The test results are included to evaluate the performance of this simulator comparing vehicle driving test.

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The Evaluation of Reliability for the High pressure hydrogen Storage System of Fuel Cell Vehicle (연료전지자동차의 고압수소저장시스템 신뢰성 평가)

  • Jang, Gyu-Jin;Choi, Young-Min;Ahn, Byung-Ki;Lim, Tae-Won
    • 한국신재생에너지학회:학술대회논문집
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    • 2007.11a
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    • pp.71-74
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    • 2007
  • We have concentrated on the performance improvement of each part for durability, safety and cost of high pressure storage system for fuel cell vehicle so far. But for the mass production of fuel cell vehicle, it is necessary to evaluate durability and safety in system module. We built the standard to evaluate vibration and collision safety of high pressure storage system for fuel cell vehicle, and could verify reliability of high pressure storage system.

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DURABILITY TESTING OF MARINE REINFORCED CONCRETE UNDER FATIGUE LOADING, PART I AND II (피로하중을 받는 해양 콘크리트의 내구성 연구)

  • ;D. V. Reddy
    • Proceedings of the Korea Concrete Institute Conference
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    • 1996.04a
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    • pp.348-353
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    • 1996
  • This study addresses the evaluation of the durability of reinforced concrete marine structures subjected to fatigue loading. The laboratory investigation was carried out on full and half size reinforced concrete specimens with three different water cement ratios (0.3, 0.4, and 0.56), static and fatigue loading conditions, and epoxy-coated and regular black steel reinforcements. The marine tidal zone was simulated by alternate filling and draining of the tank (wet and dry cycled), and a galvanostatic corrosion technique to accelerate corrosion of reinforcement was used. Half-cell potentials and changes of crack width were measured periodically during the exposure and followed by ultimate strength testing. The significant findings include adverse effect of fatigue loading, existence of an explicit size effect, poor performance of epoxy coated steel, and negative effect of increasing water/cement ratio.

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A Study on a Performance evaluation for Quality Liguid Siliceous of Waterproof agent (액상형 규산질계 침투성 방수재의 성능평가에 관한 연구)

  • Kang, Hyo-Jin;Kwon, Shi-Won;Oh, Sang-Keun
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2003.11a
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    • pp.63-67
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    • 2003
  • There are many factors that generate the early deterioration of the concrete structure. As the one of the representative factors, we can think an invasion of the water, air and so on. The water and air invade in inside void along the capillarity and they become the cause that the durability like corrosion of layer department due to freezing and thawing, inside steel frame corrosion, and so on blacks. Therefore with covering permeability covering waterproofing material of fluid condition in outer wall, intercepting the deterioration factor due to the infiltration of water from outside and for salt damage of concrete layer department, freezing damage and neutralization, it needs, to improve durability of structure. This study separately examined physical and chemical specific of quality liguid siliceous of waterproofing material. Therefore as this applys the construction site, it improves the durability of concrete structure. Further this presents the application plan from the construction market against the new material.

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The Evaluation of Reliability for the High Pressure Hydrogen Storage System of Fuel Cell Vehicle (연료전지자동차의 고압수소저장시스템 신뢰성 평가)

  • Jang, Gyu-Jin;Choi, Young-Min;Ahn, Byung-Ki;Lim, Tae-Won
    • Journal of Hydrogen and New Energy
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    • v.19 no.4
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    • pp.266-275
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    • 2008
  • The performance improvement of each part for durability, safety and cost of high pressure storage system for fuel cell vehicle has been focused so far. However, for the mass production of fuel cell vehicle, it is necessary to evaluate durability and safety in system module and vehicle level. The test procedure to evaluate vibration and collision safety of high pressure hydrogen storage system for the fuel cell vehicle is established and its reliability is verified.

A Study on a Performance evaluation for Quality Liguid Siliceous of waterproof agent (액상형 규산질계 침투성 방수재의 성능평가에 관한 연구)

  • 강효진;권시원;오상근
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2003.05a
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    • pp.63-67
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    • 2003
  • There are many factors that generate the early deterioration of the concrete structure. As the one of the representative factors, we can think an invasion of the water, air and so on. The water and air invade in inside void along the capillarity and they become the cause that the durability like corrosion of layer department due to freezing and thawing, inside steel frame corrosion, and so on blacks. Therefore with covering permeability covering waterproofing material of fluid condition in outer wall, intercepting the deterioration factor due to the infiltration of water from outside and for salt damage of concrete layer department, freezing damage and neutralization, it needs to improve durability of structure. This study separately examined physical and chemical specific of quality liquid siliceous of waterproofing material. Therefore as this applys the construction site, it improves the durability of concrete structure. Further this presents the application plan from the construction market against the new material.

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Development and Performance Evaluation of Rotational Strut Segment for Releasing Stress when uninstalled (버팀보 해체시 안전성 확보를 위한 응력 해제용 굴절지지대 개발 및 성능 평가)

  • Park, Cheol-Yong;Ku, Il-Keun;Kim, Hyun-Sook;Yang, Jee-Youn;Kim, Hyung-Oh
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2018.05a
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    • pp.109-110
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    • 2018
  • Preloading Strut applied during installation of the wall jack, but additionally serves to minimize the displacement of soil pressure acting upon dissolution due to the difficulty. In this study, we developed an index of support for the release of stress to facilitate the dismantling of the strut uninstall. The refractive support the axial force acting on the strut are supportable, is refracted at minimum load, disassembly should be easy. In order to find the optimal shape and structural stability of the refractive support We have performed the numerical analysis and performance test to determine the final model. We carried out model tests and UTM test in order to understand the refractive performance and durability of the refractive support for optimal model. Results of the test UTM is refracted all shot 5 times within a target hit number, it was found that there is no problem of the refractive performance. Further, the results of model experiments, it was found that to ensure sufficient durability more than the performance target value of the pin joint support structure.

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Effect of Adhesion Strength Between Flexible Substrates and Electrodes on the Durability of Electrodes (유연 기판과 전극 사이의 접합력이 전극의 내구성에 미치는 영향)

  • Doyeon Im;Byoung-Joon Kim;Geon Hwee Kim;Taechang An
    • Journal of Sensor Science and Technology
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    • v.33 no.2
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    • pp.86-92
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    • 2024
  • Flexible electronic devices are exposed to repeated mechanical deformation; therefore, electrode performance is an important element. Recently, a new technology has been developed to improve the adhesion strength between polymer substrates and metal thin films through the cross-linking reaction of bovine serum albumin (BSA) bioconjugation proteins; however, additional performance evaluation as an electrode is necessary. Therefore, in this study, we investigated the effect of adhesive strength between a flexible substrate and a metal thin film on the performance of a flexible electrode. Cracks and changes in the electrical resistance of the electrode surface were observed through outer bending fatigue tests and tensile tests. As a result of a bending fatigue test of 50,000 cycles and a tensile test at 10% strain, the change in the electrical resistance of the flexible electrode with a high adhesion strength was less than 40%, and only a few microcracks were formed on the surface; thus, the electrical performance did not significantly deteriorate. Through this study, the relationship between the adhesion strength and electrical performance was identified. This study will provide useful information for analyzing the performance of flexible electrodes in the commercialization of flexible electronic devices in the future.

Performance Improvement and Durability Evaluation of Shotcrete for Permanent Tunnel Support (터널 영구 지보재로서의 숏크리트 고성능화 및 내구성 평가에 관한 연구)

  • Lee, Sang-Pil;Ryu, Jong-Hyun;Lee, Sang-Don;Jeon, Seok-Won;Lee, Chung-In
    • Tunnel and Underground Space
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    • v.17 no.4
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    • pp.266-284
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    • 2007
  • Recently, many efforts have been made to construct the first unlined tunnel, without in-situ concrete lining, in Korea. However, the lack of reliability in the performance of shotcrete as permanent tunnel support prevented from its realization. Shotcrete has been regarded to have significant problems in field application and long term performance because of unsatisfactory strength level and durability compared to those of European countries. In this study, the high strength shotcrete satisfying compressive strength over 40 MPa and flexural strength over 4.5 MPa was developed from optimized mix design. The type of accelerators and the amount of silica fume were selected as the main factors in mixing process and the analyses were carried out up to the elapsed time of 2 years. In order to evaluate the short term durability of shotcrete, an array of laboratory test consisting of freeze-thaw, carbonation chloride penetration and permeability test was performed. For long-term durability tests, specimens have been put in an operated highway tunnel to expose them to the similar environment when they are actually used as an unlined tunnel support. From the strength and durability tests, it was found that only alkali-free based accelerator satisfied the target strength of this study and also, the developed shotcrete showed very high performance in its durability.