• 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.

• Proceedings of the Korean Vacuum Society Conference
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• 2012.02a
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• pp.235-235
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• 2012

반도체/디스플레이 공정의 설치 layout의 단순화와 전체 공정 cost의 저감을 위하여 대용량, 고진공 성능의 진공시스템 수요가 증대되고 있다. 이로써 고진공 펌프 국산화의 일환으로 터보분자 펌프와 크라이오 펌프 개발이 진행 중이다. 개발 시제품의 최종 상용화 단계에 진입하기 위한 목적으로 핵심부품의 진공, 기계적 특성평가, 운전상태 및 진공 특성평가, 신뢰성 확보/공정대응성 평가를 위한 관련 기술 및 장치가 개발되었다. 본 연구에서는 터보분자펌프의 공정별 gas load 다변화에 따른 기계적 안정성과 작동 신뢰성의 확인을 위해 내구성 평가 장치를 설계/제작하였다. 상용화 제품의 성능 테스트를 통한 RPM, 소비전력, 압력 그리고 온도 등의 패턴을 확인하여 내구성 평가시스템의 신뢰성을 확인하고 터보분자펌프의 성능 특성 변화를 고찰하고자 한다. 본 연구는 지경부 산업원천기술개발사업 중 "초고진공펌프 개발" 사업의 제 3 세부과제인 "고진공펌프 종합특성평가시스템 개발(과제번호: 11201044)" 및 "스마트형 진공 배기 진단 제어 시스템 개발(과제번호: 11201038)" 과제에서 수행된 연구결과의 일부임.

• 한국신재생에너지학회:학술대회논문집
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• 2008.05a
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• pp.41-44
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• 2008

본 연구에서는 고분자 전해질 연료전지용 금속분리판의 전기화학적 부식을 방지하기 위한 금속 첨가 DLC(Diamond-like-carbon) 표면처리 방법을 개발하였으며, stainless steel 304를 모재로 하여 텅스텐 첨가 DLC, 티타늄 첨가 DLC, 몰리브덴 첨가 DLC 금속분리판을 제작하였다. 제작된 금속분리판을 이용하여 내구성 평가,전기화학적 부식 특성, 성능평가 및 접촉저항 특성 등을 평가하였다. 전기화학적 부식특성의 경우 각각의 분리판에 대해 6.69, 1.2, 1.0 ${\mu}A/cm^2$로 모재인 STS 304의 25 ${\mu}A/cm^2$의 부식전류밀도에 비해 우수한 부식특성을 보였다. 또한 초기 성능에서 몰리브덴 첨가 DLC 분리판의 경우 300 mA/$cm^2$에서 0.757 V로 측정되었으며, 이는 graphite 분리판 측정 결과인 0.758 V와 유사한 성능을 보였다. 또한 내구성 평가에서 초기 성능 대비 성능 감소율이 10% 감소하는데 소요된 시간은 graphite 분리판의 경우 2,000시간으로 나타났으며, 몰리브덴 첨가 DLC 분리판의 경우 1,700시간으로 측정되었다. 1,500시간 까지의 성능 감소율은 grphite,텅스텐 첨가DLC,티타늄 첨가DLC, 몰리브덴 첨가 DLC 분리판 순으로 각각에 대해 37.7, 60.3, 92.8, 45.7 ${\mu}V$/hr로 나타났다.

• Journal of the Korean Recycled Construction Resources Institute
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• v.12 no.1
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• pp.102-109
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• 2024

In order to use limestone powder as a material for concrete, the mechanical and durability characteristics of cement matrices manufactured by varying the substitution rate were evaluated. In general, limestone powder did not contribute to the cement hydration reaction, so as a result of the compressive strength test of cement mortar using it, the compressive strength decreased as the substitution rate increased. However, as a result of evaluating the durability performance of cement mortar using limestone powder, such as chloride ion penetration resistance, carbonation resistance, and chemical attack resistance, small particles of limestone powder showed superior results compared to the unsubstituted control mortar due to the micro-filler effect of filling the fine pores inside the cement matrix. Therefore, limestone powder is expected to be used as an effective method for improving the durability of concrete. In this study, the durability was evaluated by changing the mixing amount of limestone powder to 0 %, 5 %, 10 %, and 15 %, but it is judged that it is necessary to study in more detail the effect on the durability by changing the end and mixing amount of limestone powder to various levels in the future.

• Journal of the Korea institute for structural maintenance and inspection
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• v.21 no.3
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• pp.1-8
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• 2017

An experimental study is needed a reinforcing method for seismic load to apply for RC structures because a lot of earthquakes have frequently happened in the world and those also collapsed infrastructures or damaged human lives. The reinforcing effect of PolyUrea (PU) appeared to be excellent under blast and impact about RC structures. In this study, Stiff Type PolyUrea (STPU) had developed by manipulating the ratio of the components of prepolymer and hardener of PU. And the durability performance evaluation of STPU for deterioration and chemical resistance has been performed. Acid environmental exposure test and ultraviolet (UV) exposure test have been performed as the durability performance evaluation for STPU. Concrete carbonation exposure test and freezing and thawing test for concrete coated with STPU have been performed. The experimental result showed that STPU has high resisting capacity and durability in all tests. Therefore, STPU would be used as seismic reinforcement materials.

• 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.

• 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.

• 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.

• Journal of the Korea institute for structural maintenance and inspection
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• v.17 no.1
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• pp.10-20
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• 2013

Because of the defect in design, damage in using period, and deterioration in long term exposure to severe environmental condition, degradation of performance in RC (Reinforced Concrete) structures has occurred. This paper contains durability performance evaluation in railway bridges which covers eight districts through field investigation. For the target structures, durability performance is evaluated and the critical problems in use are derived. Additionally, service lifes for the deteriorated structures are evaluated through Durability-Environment index method based on the results from field investigation, and the results are compared with those from the condition assuming the structures without defect, damage, and deterioration. The target structures which consist of RC T girder, PSC girder, RC box, and Rahmen are investigated and the critical damage patterns are derived. They are evaluated to be cracks in PSC girder end, flexural cracks in PSC girder, crack around EPT anchor, and flexural cracks in RC T girder and RC box. The reasons for the critical patterns are also investigated. This study can be utilized for the repair planning considering the different district and the structure types.

• Tunnel and Underground Space
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• v.25 no.1
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• pp.86-96
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• 2015

In this study, the performance-based evaluation factors for rock slopes have been deducted using Delphi-method. Validity of the result was verified through factor analysis. Performance of rock slope is classified as soundness, stability and durability. Through the Delphi survey, 17 factors including discontinuity orientation are deducted for soundness, 4 factors and 3 factors are selected for stability and durability, respectively. Validation is conducted using Exploratory Factor Analysis (EFA) for 24 factors, and all factors are found to be valid. As a result of Exploratory Factor Analysis (EFA), 3-types of performance were subdivided into internal soundness, external soundness, risk, damage and durability of slopes and protection (reinforcement) facilities.