• Title/Summary/Keyword: 내구 성능

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Durability Performance Evaluation of Automotive Components Using Hydraulic 6 Axis Simulation Table (유압식 6자유도 가진 테이블을 이용한 자동차부품 내구성능 평가 기술)

  • Choi, G.J.
    • Journal of Drive and Control
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    • v.5 no.1
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    • pp.11-16
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    • 2008
  • 자동차 부품은 주행 중 전후, 좌우, 상하방향의 병진 운동과 각 축에 대한 회전 운동 등 6자유도의 운동을 받는다. 이와 같은 운동에 따라 자동차에 탑재되는 운전석(cockpit), 의자(seat), 연료탱크, 라디에이터, FEM(front end module) 등의 부품 및 모듈 등은 6자유도 운동을 받으면서 각 부품의 기능을 수행하고 있다. 따라서 이들 부품을 짧은 시간 내에 개발하기 위해서는 가속내구시험평가가 필수적인데 이를 위해 유압식 6자유도 가진 테이블을 이용한 기술이 활용되고 있다. 본 해설에서는 자동차 부품 및 모듈의 내구성능 평가 과정과 함께 유압식 6자유도 가진 테이블을 보유하고 관련 부품의 진동내구성능을 평가하고 있는 군산대학교 자동차부품기술혁신센터(KATIC)의 시험 평가장비 및 사례를 기술하였다. 이와 같은 자동차 부품 내구성능평가 방법과 6자유도 가진 테이블을 이용한 시험은 향후 자동차부품 및 일반기계부품 개발업체에서 내구성능향상을 위하여 활용도가 더욱 증대될 것이다.

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Enhanced Durability Performance of Rock-Filled-Dam Face-Slab Concrete using Fly Ash and Blended PVA Fiber (플라이애시와 PVA 섬유를 혼입한 댐 표면 차수벽 콘크리트의 내구성능 평가)

  • Woo, Sang-Kyun;Won, Jong-Pil;Bae, Doo-San;Chu, In-Yeop
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.20 no.3
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    • pp.140-148
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    • 2016
  • This study examined the durability of face-slab concrete in Concrete-Faced Rock-filled Dams(CFRDs). The durability of face-slab concrete can be improved by optimizing the amount of fly ash in the cement mixture. Durability tests including plastic shrinkage, permeability, abrasion resistance, and repeated freezing and thawing were done on face-slab concrete specimens with different amounts of fly ash and blended PVA(Poly Vinyl Alcohol) fibre. When the effect of the fly ash content on concrete durability was evaluated, the results showed that a 15% fly ash content and 0.1% blended PVA fiber yielded the optimum durability level for concrete-faced rock-filled dams.

Durability Test and Test Jig Development of an Automotive Parking Lock Gear (자동차용 파킹 락 기어의 내구시험과 시험 지그 개발)

  • Mun, Hyun-Sik;Park, Sung-Young
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.19 no.6
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    • pp.104-109
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    • 2018
  • Generally, the durability of the parking lock gear is evaluated through an endurance test for the entire transmission but no test standard exists for the durability test of one part of a parking lock gear. Therefore, in this study, the durability test standards of the parking lock gear were determined autonomously, and the durability performance test was conducted. A static fracture test was carried out to determine the yield strength of the parking lock gear, and a durability test condition was set to 60 % of the yield strength. The durability test of 1,000,000 times was conducted under the given conditions using a dedicated test jig manufactured for the test. Because the jig fractured during the static fracture test, finite element analysis for the jig was carried out and the jig was re-designed. The modified jig was manufactured and the durability test was carried out based on the test standard of autonomously. The basic data on the performance and endurance limit of the parking lock gear were obtained using these tests and analyses, and the basic data will be used as fundamental materials for the design and the development of the parking lock gear.

The study for electrical life test circuit design of Low-voltage magnetic switch (저압 전자개폐기의 전기적 수명 시험회로 설계에 관한 연구)

  • Na, Chil-Bong;Ham, Gil-Ho;Oh, Joon-Sick
    • Proceedings of the KIEE Conference
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    • 2001.07b
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    • pp.757-759
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    • 2001
  • 전동기 전원 개폐를 주목적으로 하는 전자개폐기는 빈번하고 불규칙한 개폐동작에 의해 발생되는 Arc 에너지에 대해 전기적으로 내구성능을 확보하는 것이 중요하다. 또한, 전기적 내구 성능은 수명과 품질을 결정하는 요인으로서 선진업체에서는 내구성능을 향상시키려 연구개발 활동에 집중하고 있다. 이러한 전기적 내구 성능을 향상, 평가하기 위해서는 장기간에 걸친 시험 기간과 시험규격에서 요구하는 조건을 만족시키는 시험 회로와 설비구성이 필수적이다. 여기서는 전기적 내구 성능에 대한 이해와 시험규격을 통한 시험회로 설계 및 설비제작에 대해 설명하고 시험결과를 분석하고자 한다.

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Performance Based Design for High Curability Concrete (성능중심형 고내구성 콘크리트의 배합설계)

  • Kim, S.S.;Park, K.P.;Lee, J.B.
    • Proceedings of the Korea Concrete Institute Conference
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    • 2008.11a
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    • pp.969-974
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    • 2008
  • This study was carried out to investigate the service life of reinforced concrete structures for durability design. The service life has three aspects physical service life, functional service life, and social service life, and that a structures are normally demolished to end its service life when either the functional or social service life is over before the physical service life comes to end an end. In the future, it is very important that durability design shall be performed establishing design service life and the unallowable state of deterioration in the course of design service life.

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A Study on Durability Improvement for Concrete Structures Using Surface Impregnant (표면침투제를 이용한 콘크리트의 내구성 향상에 대한 연구)

  • Kwon, Seung-Jun;Park, Sang-Sun;Lee, Sang-Min;Kim, Jeong-Hoon
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.11 no.4
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    • pp.79-88
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    • 2007
  • Concrete structures undergo degradation of durability performance and it generally propagates to the structural problems. Recently. a lot of materials for surface protection for concrete are developed, however, performance is not clearly improved due to the difficulties such as repair construction technique and quality of materials for repairing. In this study, liquid inorganic impregnant for concrete structures is developed and durability performance for impregnated concrete specimens is carried out. Furthermore, the performances of the concrete specimens with developed impregnant is also compared with those of the specimens with impregnant conventionally used. Additional CSH gel is formed through the reaction of calcium hydroxide ($Ca(OH)_2$) and impregnant with silicate. As a result of the reaction, impregnated concrete is evaluated to have more denser surface and resistance to deterioration. Finally it is experimentally verified that the concrete specimens with developed impregnant show better durability performance than normal specimens and those with conventional impregnant.

A Compound Deterioration Assessment of Concrete Subjected In Freezing-Thawing and Chloride Attack (동결융해와 염해의 복합작용을 받는 콘크리트의 내구성능 저하 평가)

  • 고경택;김도겸;김성욱;조명석;송영철
    • Journal of the Korea Concrete Institute
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    • v.13 no.4
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    • pp.397-405
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    • 2001
  • In clod weather regions, a strong seasonal wind brings sea salts to the land. In addition to it, recently, the spreading amount of deicing salts has increased numerously for purpose of removing snow and ice. Thus the salts environment around concrete structures becomes so severe that various damages of concrete due to applied salts will be brought up. Much of countries such as America, Europe etc. is carried out study for effects of deicing salts on concrete. However, there are not test methods for deterioration of concrete subjected to both freezing-thawing and chloride in Korea. In this study, we carried out test for the compound deterioration subjected to both freezing-thawing and chloride attack, to investigate the effects of sodium chloride on the deterioration of concrete. The test was performed to investigate the effects of cement type, strength and air content on the scaling deterioration of concrete. As a result, the scaling deterioration was accelerated in the presence of salts. And the resistance to scaling was strongly influenced by the type of cement, the strength and air content of concrete.

Vibration testing requirements for shipboard equipments(ISO 10055:1996(E) & MIL-STD-167-1) (선박용 기기의 진동시험 표준(ISO 10055 와 MIL-STD-167-1))

  • 김병현
    • Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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    • 2003.05a
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    • pp.459-462
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    • 2003
  • 선박에 탑재되는 기기나 장비는 선박으로부터 받게 되는 진동환경에서 성능이 지속적으로 유지되어야 하므로 이에 대한 내구성능이 요구된다. 일찍이 미국 해군에서는 함정 탑재기기의 환경진동시험에 관하여 MIL-STD-167-1$^{(3)}$ 에 규정하고 이에 따라 환경진동에 대한 내구성능 입증을 요구하고 있다. 우리나라 해군도 이 표준을 그대로 적용하여 시행하고 있다. 반면에, 일반선박의 경우에는 함정에서와 같이 엄격하게 탑재기기의 진동 내구성능시험을 요구/시행되고 있지 않다. 1996년에 국제표준화기구(중략)

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Evaluation on the Properties of Ternary blended Cement Concrete using Industrial Byproducts (산업부산물을 혼합하여 제작한 3성분계 시멘트 콘크리트의 성능 평가)

  • Kim, Chun Ho;Kim, Nam Wook
    • Resources Recycling
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    • v.23 no.3
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    • pp.13-20
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    • 2014
  • Nowadays, due to the development of industrial and civil engineering technology, enlargement and diversification of concrete structures are being tried. At the same time, the hydration heat generated during the construction of large structures lead to thermal crack, which is occurs causing a problem that durability degradation. In this paper, in order to study the durability and reducing hydration heat of concrete according to the types of cement, that is ordinary portland cement, fly ash cement mixed with a two-component, ternary blend cement mixed with fly ash and blast furnace slag and low heat cement concrete are produced, and compare and analyze the results using property, durability and hydration characteristics, ternary blend cement is appeared to be the most excellent in durability and reduction of hydration heat, and it was determined suitable for construction of mass concrete and requiring durability.

Long-Term Degradation Mechanism of GFRP Dowel Bar for Jointed Concrete Pavement under Repeated Freezing-Thawing (동결융해 반복을 받는 콘크리트 포장용 GFRP 다웰바의 장기성능저하 메커니즘)

  • Won, Jong Pil;Jang, Chang Il;Park, Chan-Gi;Lee, Sang Woo
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.28 no.3D
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    • pp.325-330
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    • 2008
  • This study carried out the repeated freezing-thawing test in order to understand the long-term degradation mechanism of GFRP dowel bars. The mechanical property measured by shear test. In addition, analyzes repeated freezing-thawing degradation mechanism of GFRP dowel bars by observe the microstructure through Scanning Electron Microscope (SEM) and Gas Physisorption techniques. As the result of test, it was found that the mechanical property didn't decreased as the exposure time to water and repeated freezing-thawing environment. It shows clearly observed microstructure investigations.