• Journal of Korean Society of Steel Construction
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• v.28 no.6
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• pp.449-458
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• 2016

The temperature data were measured for two years in a bridge specimen and the bridge in service nearby in order to calculate the effective temperature for thermal loads in steel box girder bridge. The maximum and minimum effective temperatures were calculated in the bridge specimen and the bridge according to air temperature in 2014, 2015 and 2years. The effective temperatures calculated in this study were compared the Euro code and the Highway Bridge Design Criteria. The coefficients of determination in the maximum effective temperature and the Euro code for 2 year were calculated from R = 0.927, R = 0.894 in a bridge specimen and the bridge respectively. Those of minimum temperature and the Euro code were analyzed from R = 0.992, R = 0.813 in two bridge respectively. Also, the results were evaluated as being very similar, or slightly increased as compared with the maximum temperature of the Korean Highway Bridge Design Code(Limit State Design).

• Transactions of the Korean Society of Mechanical Engineers A
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• v.37 no.5
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• pp.665-671
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• 2013

In a Korean Generation IV prototype sodium-cooled fast reactor (SFR), various types of high-temperature heat exchangers such as IHX (intermediate heat exchanger), DHX (decay heat exchanger), AHX (air heat exchanger), FHX (finned-tube sodium-to-air heat exchanger), and SG (steam generator) are to be designed and installed. In this study, the high-temperature design and integrity evaluation of the sodium-to-air heat exchanger AHX in the STELLA-1 (sodium integral effect test loop for safety simulation and assessment) test loop already installed at KAERI (Korea Atomic Energy Research Institute) and FHX in the SEFLA (sodium thermal-hydraulic experiment loop for finned-tube sodium-to-air heat exchanger) test loop to be installed at KAERI have been performed. Evaluations of creep-fatigue damage based on full 3D finite element analyses were conducted for the two heat exchangers according to the high-temperature design codes, and the integrity of the high-temperature design of the two heat exchangers was confirmed.

• Proceedings of the Korean Society for Rock Mechanics Conference
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• 2006.09a
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• pp.122-134
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• 2006

현재 한국원자력연구소에서는 고준위폐기물 처분시스템의 다양한 현장 실증연구를 위해 원자력연구소내 지하처분연구시설(KAERI Underground Research Tunnel, KURT)가 건설되었다. 터널 크기 $6m{\times}6m$, 총길이 255m(진입터널 180m, 연구모듈 75m) 인 KURT는 결정질 화강암반에 위치하고 있다. KURT 에서는 개념설계, 부지조사, 시설설계, 건설 과정에서 다양한 암석 역학 관련 연구들이 수행되었다. 물리탐사, 시추공조사, 암석물성시험, 현장 물성 시험 등을 통해 KURT 의 구조적 안정성 평가에 필요한 암석 및 암반의 물성이 얻어졌으며 이들 물성은 해석 모델의 입력자료로 활용되었다. 본 연구에서는 KURT 에서 수행되었던 암석역학 관련 시험과 주요들을 소개하고 시험을 통해 얻어진 주요 결과와 이를 활용한 3차원 구조해석에 대해 논의하고자 한다.

• Proceedings of the KIEE Conference
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• 2009.07a
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• pp.981_982
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• 2009

콘덴서의 신뢰도 평가를 위해서는 낮은 신뢰도를 가지는 제품을 판별해 내는 실험이 필요하다. 하지만 대량의 콘덴서 신뢰도를 실험 하기에는 많은 시간이 걸리므로, 정상적인 수명의 콘덴서와 비정상적인 수명의 콘덴서의 빠른 판정을 통한 분류가 필요하다. 본 연구에서는 일정한 주기의 충.방전 순환시험을 통해 저전압부터 고전압까지의 콘덴서를 신속하게 양.부 판정을 내리도록 하는 범용의 콘덴서 수명시험기를 설계했다. 콘덴서의 일반적 특성에 대한 선행연구를 바탕으로, 현실적인 콘덴서 양.부 판정 알고리즘을 제안하였다. 또한, 검사 상태를 모니터링 하기 위해 PC와 통신하여 데이터의 실시간 확인과 제어를 가능하게 하였다. 이를 바탕으로 시험 제작된 모델을 통해 정상과 비정상의 수명을 가진 콘덴서를 정확히 판단해 냄을 보였다.

• Journal of Korea Society of Industrial Information Systems
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• v.20 no.4
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• pp.67-73
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• 2015

Recently in the evaluation of physical properties of a material, its surface friction characteristics is much required. This study treats the development of portable and affordable friction coefficient tester, which includes utensil design and application, measurement circuit design and layout, and microprocessor based firmware building. Also, real applicability of the present portable friction coefficient tester has been shown via performance comparisons with the existing standard tester.

• Annual Conference of KIPS
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• 2014.11a
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• pp.634-635
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• 2014

가상 환경 기반의 시험 수요가 군사 무기체계 분야에서 지속적으로 증가하고 있다. 가상 환경 기반 기술의 증가 이유는 시험 및 평가에서 낮은 비용과 높은 효율을 달성할 수 있기 때문이다. 본 논문에서는 교전환경을 Modeling & Simulation기법으로 가상환경을 만들어 비용을 최소화하고 공간적 제약도 해결할 수 있다. 계측데이터 모의 소프트웨어는 플러그인 아키텍처에 기반을 두어 실 탄도탄 정보를 모의해 탄도탄 요격미사일 시험에 적합한 환경을 구성하도록 설계되었다. 각 기능을 컴포넌트 별로 분리하여 개발해 특정 모델을 Third party 형태로 개발할 때 유용한 구조임을 설명한다.

• The Journal of Engineering Geology
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• v.15 no.3
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• pp.309-323
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• 2005

Dynamic stiffness of subsurface materials is one of the most important geotechnical parameters in predicting deformational behavior of structures as well as practicing seismic design and performance evaluation. In an effort to measure the parameter efficiently and accurately, various borehole seismic testing techniques have been, thus, developed and used during past several decades. Moreover, recent rush of underground-space projects and increasing size of structures put more stress on reliable site investigation techniques in estimating stiffness of rock mass. In this paper, a new technique called 'in-hole seismic test' has been implemented to measure the dynamic stiffness of rock masses at subsurface foundations and tunnel-faces. The reliance of in-hole seismic test was evaluated by comparing the testing results at several rock sites with those of other borehole techniques and the technique tunnls out to be an efficient and accurate in-situ testing technique.

• Proceedings of the Korean Information Science Society Conference
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• 2011.06c
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• pp.214-216
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• 2011

최근 의료영역에서 개인건강관리 기능을 갖춘 어플리케이션에서부터 병원에서 진료를 목적으로 사용할 수 있는 어플리케이션까지 다양한 의료용 스마트폰 어플리케이션이 출시되었다. 이에 의료용 스마트폰 어플리케이션의 성능평가를 위하여 의료용 스마트폰 어플리케이션 성능평가 실험을 설계하고, 유헬스와 관련된 안전성, 유효성 평가에 관한 국내외 규격을 조사하여 의료용 스마트폰 어플리케이션 안전성 평가시험항목, 시험기준을 활용하여 의료영역에서 사용되는 모바일 어플리케이션에 대한 안전성 평가기준을 제시한다.

• Journal of the Korea Concrete Institute
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• v.14 no.5
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• pp.774-781
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• 2002

Shear behaviors of eight dapped ends of four full-scale domestic single-tee slabs were evaluated. The dapped ends with 10cm topping concrete were designed based on live load requirements for the domestic parking lot of m 500kgf/㎡ and for the large market of 1,200 kgf/㎡. All specimens were designed by the ACI 318-99 design. The variations of the experiment were the shape of hanger reinforcements as followings: 1) general PCI design method(currently used in domestic), 2) 90 degree bent-up, 3) 60 degree bent-up. All experiments were conducted with 1.2 m shear span. The results obtained in this study were 1) all specimens fully complied with the shear strength requirements as specified by ACI 318-99 except for one strand bond slip specimen, 2)a specimen with the 60 degree bent up hanger reinforcing detail showed the best shear behaviors under full service and ultimate load, and 3)a specimen with the 90 degree bent up hanger reinforcing detail resulted in the worst shear behaviors.

• Transactions of the Korean Society of Mechanical Engineers A
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• v.38 no.6
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• pp.663-668
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• 2014

Mechanical and electrical devices in various forms are used in many different fields. These can be exposed to external environmental factors such as shock. Therefore, a shock test machine is commonly used to test these devices and evaluate their shock resistance. In this test, the break-down or permanent deformation and malfunction of inner parts due to a high stress or acceleration can be evaluated. As part of a shock test machine, a velocity generator is needed to create shocks between objects. In this study, a hydraulic velocity generator was conceptually designed and an AMESim model was developed to simulate the velocity under different conditions. Simulation results using this model were compared with the test results from a reduced-size velocity generator, and we designed a velocity generator that fits the target payload and velocity using the simulation results.