• Steel and Composite Structures
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• 제42권6호
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• pp.747-764
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• 2022

The design codes and calculation methods related to soil-steel composite bridges and culverts only specify the minimum soil cover depth. This value is connected with the bridge span and shell height. In the case of static and dynamic loads (like passing vehicles), such approach seems to be quite reasonable. However, it is important to know how the soil cover depth affects the behaviour of soil-steel composite bridges under seismic excitation. This paper presents the results of a numerical study of soil-steel bridges with different soil cover depths (1.00, 2.00, 2.40, 3.00, 4.00, 5.00, 6.00 and 7.00 m) under seismic excitation. In addition, the same soil cover depths with different boundary conditions of the soil-steel bridge were analysed. The analysed bridge has two closed pipe-arches in its cross section. The load-carrying structure was constructed as two shells assembled from corrugated steel plate sheets, designed with a depth of 0.05 m, pitch of 0.15 m, and plate thickness of 0.003 m. The shell span is 4.40 m, and the shell height is 2.80 m. Numerical analysis was conducted using the DIANA programme based on the finite element method. A nonlinear model with El Centro records and the time history method was used to analyse the problem.

• 조명전기설비학회논문지
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• 제29권5호
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• pp.26-33
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• 2015

Secondary optical system designed for LED bulb which emits light in all directions was simulated with Energy Star standards. Components of the optical system were LED light source, the cover of the LED bulb and reflector which is to confirm the diffuser plate and LightTools software was used to design the illumination optics. The main points of the secondary optical system design are the location of the LED light source, the shape of the LED bulb cover, the location of the reflection plate, and the scattering properties of the diffusing plate. Mechanism of the LED bulb is that the light emitted from the light source move on to the backward after reflected by the coated light cover from the inside and then the reflected light is scattered by the diffuser plate. The LED bulb was designed to satisfy the standard light distribution and color specifications of the Energy Star(IES LM-79-08).

• 한국강구조학회 논문집
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• 제18권6호
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• pp.783-792
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• 2006

본 연구는 압연형강이나 조립형강과 같은 강구조물의 지간증가나 하중 증가로 큰 휨강성이 필요한 경우 상부플랜지나 하부플랜지에 부착하여 구조물의 하중저항성능을 향상시켜주는 커버플레이트의 온도변형을 이용한 프리스트레싱 도입 방법의 개발에 관한 것으로 다단계 온도변형이 도입된 커버플레이트를 프리스트레싱 도입을 위한 구조물에 강결한 후 커버플레이트의 수축으로 발생하는 다단계 수축력을 프리스트레싱력으로 이용하는 방법이다. 본 연구에서는 온도변형에 의하여 구조물에 도입되는 프리스트레싱력의 이론적 연구와 다단계 온도변형을 이용한 다단계 프리스트레싱 기법의 도입을 위하여 커버플레이트의 다단계 온도분포에 대한 열전달 이론해의 제시와 H형강을 대상으로 다단계 온도변형에 의한 다단계 프리스트레스 도입 효과를 분석하였다.

• 한국산학기술학회논문지
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• 제21권1호
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• pp.129-137
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• 2020

건축구조용 강종을 사용한 고력볼트 보 이음부 설계시 연결판 강종을 어떻게 결정할 것인가에 대해 적절한 강종 선택 기준 제시가 필요한 상황이다. 본 연구는 이를 위한 기초 연구 단계로 보 부재 고력볼트 이음부 플랜지를 모사한 인장실험체에 대한 정적가력실험을 통해 건축구조용 강종 적용 유무에 따른 인장거동 차이를 평가하고, 그 결과를 후속 연구에 활용하는데 목적이 있다. 이를 위해 이음부 내력 및 거동에 영향을 미칠 것으로 예상되는 플랜지 및 연결판의 두께와 강종 및 강도를 주요 변수로 실험체를 설계 및 제작하였다. 총 48개 실험체에 대한 인장실험결과 모든 실험체에서 공칭강도를 적용한 설계인장강도를 충분히 상회하는 인장하중 저항능력을 나타냈으며 연결판 설계강도가 플랜지 판 설계강도의 1.25배를 상회할 경우 플랜지 판의 파단에 따른 종국 상태 도달 가능성이 지배적인 것으로 나타났다. 그리고 플랜지 강종의 변화에 따른 최대인장하중의 변화는 그리 크지 않은 것으로 나타났으나 변형에서는 차이가 나타났다. 그리고 실험 결과 보 부재의 강종과 연결판 두께가 이음부 거동에 영향을 미치는 주요 인자로 확인 되었다.

• 한국지반환경공학회 논문집
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• 제15권7호
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• pp.23-30
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• 2014

본 논문에서는 고속도로 하부의 최소토피고 1.5 m 미확보구간에 시공한 파형강판 암거의 변형 특성에 관한 내용을 다루고 있다. 대부분 저토피구간에서의 파형강판 암거는 변형을 최소화하기 위하여 설계기준에서 제시된 최소토피고에 준하여 설계 및 시공하게 되어있다. 또한 시공 여건이 여유치 못할 경우 응력이완슬라브를 설치하여 파형강판으로 전달되는 하중을 분산 및 최소화 시키고 있다. 그러나 부득이 최소토피고를 확보하지 못한 구간에서 파형강판 암거 시공을 할 경우 일부 변형이 발생할 수 있다. 따라서 본 논문에서는 최소토피고 미확보 구간에서의 변형 특성에 대해 조사를 실시하였고 조사 결과 실제 응력이완슬라브 모서리 부분의 포장 및 평탄성 불량 문제 등이 발생하고 있는 것으로 나타났다. 이에 최소토피고 미확보 구간에 설치된 파형강판 암거의 구조적 안정성에 대한 검토와 포장파손의 원인 및 대책방안을 연구하였다.

• 산업기술연구
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• 제18권
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• pp.461-468
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• 1998

Service life of steel bridges depends on fatigue and corrosion. Fatigue damage result from stress concentration and initial defects in the joint of secondary member such as weldments. The objective of this study is to estimate fatigue strength of the cover plate weldments in the plate girder. For this study, fatigue tests, static tests and finete element method has been performed respectively from these results. It was found that our test results were well agreed with other test results and satisfied with the fatigue criterion of AASHTO, JSSC and EUROCODE specifications.

• 대한기계학회:학술대회논문집
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• 대한기계학회 2008년도 추계학술대회A
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• pp.706-710
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• 2008

The experiment of dome port cover under shock impact is performed with shock tube. The dome port cover blocked intake air duct up from the solid propellant during air breathing vehicle speed reach Mach 2.0. When the air breathing vehicle reach Mach 2.0, the inlet cover is removed and the dome port cover is broken to pieces by detonator or pressure of inlet air. Thus the dome port cover not only must stand the pressure of combustion chamber but also easy to break from the RAM pressure. In this study, a fracture evaluation on the $Al_2O_3$ ceramic spherical dome and circular plate port under impact has been presented. Ceramic were supported by the rigid body and a couple of O-ring. The Mooney-Rivlin model have been used to describe behaviors of both O-ring. And spherical dome and circular plate fracture results of the LS-DYNA code using Johnson-Holmquist(JH-2) constitutive equation was compared.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2003년도 춘계학술대회논문집
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• pp.944-949
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• 2003

A High-speed cutter, a kind of electric tool is studied to reduce its vibration and noise. The experimental modal analysis, the operational deflection shapes(ODS) and the time domain analysis(TDA) are used in the SMS software to analyze the vibration signals from an operating high-speed cutters under steady state operating condition. The second mode and fifth m,)do of the base plate coincide with the driving frequencies of the motor, And the vibration of the wheel cover is caused by the gap between the main wheel cover and the sub wheel cover. The structural modification for the base plate was done to reduce the vibration. The effect of modification is verified through the test.

• 한국전산유체공학회지
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• 제13권3호
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• pp.21-27
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• 2008

The reactor head of a sodium-cooled fast reactor KALIMER-600 should be cooled during the reactor operation in order to maintain the integrity of sealing material and to prevent a creep fatigue. Analyzing turbulent natural convection flow in the cover gas region of reactor vessel with the commercial CFD code CFX10.0, the cooling requirement for the reactor head and the performance of the insulation plate were assessed. The results showed that the high temperature region around reactor vessel was caused by the convective heat transfer of Helium gas flow ascending the gap between the insulation plate and the reactor vessel inner wall. The insulation plate was shown to sufficiently block the radiative heat transfer from pool surface to reactor head to a satisfactory degree. More than $32.5m^3$/sec of cooling air flow rate was predicted to maintain the required temperature of reactor head.

• 한국정밀공학회지
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• 제26권8호
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• pp.47-54
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• 2009

In this study, a simple and effective method was proposed to minimize electrolytic corrosion on the workpiece during ED-drilling using water as a working fluid. The adhesion of a cover plate onto the surface of the workpiece was greatly effective for suppressing electrolytic corrosion during ED-drilling. The experiment revealed that the adhesion of the cover plate prevented corrosion without causing significant changes in machining characteristics. Using the machining method proposed in this paper, electrolytic-corrosion-free holes can be machined without change in the machinery system. By using corrosion-free hole as a start hole for wire EDM, a lead frame die with high quality was fabricated successfully.