• Proceedings of the KWS Conference
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• 2005.06a
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• pp.314-316
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• 2005

이 논문에서는 아크 용접시 발생하는 IR신호와 UV호의 상호 관계를 알아보려고 레이저 용접진단에 사용되는 IR-UV 센서 모니터링 시스템을 적용하였다. 그 결과 IR신호 크기는 용접폭에 관련이 있고, 펄스 형태의 UV신호는 IR신호 증가율이 임계값을 넘으면 나타나는 것을 알 수 있다.

• Journal of Korean Institute of Industrial Engineers
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• v.22 no.3
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• pp.377-385
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• 1996

We present an approximate algorithmic approach for the m-server fork-join queueing system with infinite queue capacity. We analyze the system size and queue waiting time. We assume Poisson arrival process and independent exponential service times.

• Proceedings of the KWS Conference
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• 1990.11a
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• pp.145-147
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• 1990

• Journal of Korean Society of Steel Construction
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• v.28 no.6
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• pp.439-448
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• 2016

Extended end-plate connections(EEPC) are a type of connection applied in Pre-Engineered Building structures comprising beam-column connections of steel structures or tapered members. Extended end-plate connections(EEPC) show different behavioral characteristics owing to the influence of plate thickness, gauge distance of high strength bolt, diameter of high strength bolt frame, and the number of high strength bolts. In the USA and Europe, extended end-plate connections(EEPC) are applied in beam-column connections of steel structures in various forms; however, these are not widely applied in structures in Korea.This can be attributed to the fact that the proposal of design strength types for extended end-plate connections(EEPC), proposal of connection specifications, evaluation of seismic performance, and are not being performed appropriately. Therefore, the purpose of this study is to provide basic data for the domestic application of Unstiffened extended endplate connections. To realize this, nonlinear finite element analysis was conducted on a 12-mm thick Unstiffened extended endplate connections.

• Korean Journal of Materials Research
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• v.9 no.10
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• pp.962-969
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• 1999

Elastic and elasto-plastic stress analyses of AlN/Cu and AlN/W pints produced by active-metal brazing method using Ag-Cu-Ti insert-metal were performed with use of Finite-Element-Method(FEM). The results of stress analyses were compared with those from the pint strength tests and the observations of fracture behaviors. It was shown that a remarkably larger maximum principal stress is built in the AlN/Cu pint compared to the A1N/ W joint. Especially, the stress concentration with tensile component was confirmed at the free surface close to the bonded interface of AlN/Cu. The elasto-plastic analysis under consideration of stress relaxation effect of Ag-Cu-Ti insert possessing a so-called 'soft-metal effect' showed that the insert leads to a lowering of maximum principal stress in AlNiCu pint, even though an increase of the insert thickness above 100$\mu\textrm{m}$ could not bring its further decrease. The maximum pint strengths measured by shear test were 52 and 108 MPa for AlNiCu and AlN/W pints. respectively. Typical fractures of AlN/Cu pints occurred in a form of 'dome' which initiated from the free surface of AlN close to the bonded interface and proceeded towards the AlN inside forming a large angle. AlN/W pints were usually fractured at AlN side along the interface of AlN/insert-metal.

• Journal of the Korean Wood Science and Technology
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• v.35 no.3
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• pp.1-9
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• 2007

To analyze the behavior of multiple bolted connection with analytical method, there was a major problem in terms of the number of bolt as two. Multiple bolted connection is wrong in other way, that is impossible to analyze the behavior of connection with various types. So the numerical analysis model was developed to analyze the behavior of connection with various types, and to overcome the limitation of number of bolt. The optimum values for analysis the behavior of multiple bolted connection with numerical methods were obtained as, r=0.35, Kx=137.5, and Ky=257.4. The numerical analysis method was developed in this study showed high efficiency for the existing methods in the behavior analysis of connection.

• Journal of Korean Society of Steel Construction
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• v.29 no.1
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• pp.81-88
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• 2017

Residual stress is defined as stress that already exists on a structural member from the effects of welding and plastic deformation before the application of loading. Due to such residual stress, welded H-section compression members under centroidal compression load can undergo buckling and failure for strength values smaller than the predicted buckling load and specified compressive strength. Therefore, this study was carried out to evaluate the effect of residual stress from welding on the determination of the buckling load and specified compressive strength of the H-section compression member according to the column length variation. A three-dimensional nonlinear finite element analysis was performed for the H-section compression member where the welded joint was fillet welded by applying heat inputs of 3.1kJ/mm and 3.6kJ/mm using the SAW welding method.

• Proceedings of the Korea Concrete Institute Conference
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• 2008.11a
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• pp.9-12
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• 2008

The semi-rigid joint is the shape of middle that can supplement the defect of pin joints and accept the good point of rigid joints. Recently, a study on the pin joints is activated in the country, but because the study on semi-rigid joints is not many, this study tried to prove with producing test model of three shape. The test models are rigid joint HI-R, semi-rigid joint HI-S, pin joint HI-P. As a result of the test, respectively HI-R, HI-S, HI-P appeared shear failure of joint, flexure failure of the top fixing, flexure failure of the lower part slipping stair slab, and the maximum strength is measured to 51.74, 51.4, 24.63kN, the stiffness is appeared 1.58, 1.19, 0.37 respectively, The yield strength is respectively kept 44.5, 47.3, 24kN, and ductility ratio is appeared to 3.31, 2.32, 1.54, when is based on KBC code, sag of the acting service load is appeared that HI-P model is over the standard. When is based on distribution of bars strain ratio, HI-S seems similar behavior incipiently, but after the yield, the semi-rigid joint was able to be judged better than pin joint because of the stress allotment of joint internal elements.

• Proceedings of the Korean Nuclear Society Conference
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• 1998.05b
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• pp.318-323
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• 1998

사용 후 핵연료 수송용기의 충돌사고에 대한 안전성은 층격완충체의 층격흡수특성에 지배되며, 충격완충체의 충격홉수특성은 외부의 케이스와 내부 격막판 둥의 철제 구조물과 내부에 삽입된 충격흡수재의 변형특성에 지배를 받는다. 충격흡수재를 감싸주는 철제 케이스와 내부 격막판의 용접 접합부는 일부 부분이 제작공정상 부득이 부분용접의 접합형태를 갖기 때문에 판재나 완전 접된 부분에 비해 강도가 약해 충돌사고시 취약부위가 파단된다. 이러한 케이스 용접부의 파단은 충격완충체의 변형특성을 변화시켜 충격흡수거동이 달라지는 원인이 된다. 따라서, 본 연구에서는 용접 접합부의 강도특성을 수송용기의 자유낙하 충돌해석에 적용할 수 있는 해석모델을 구성하고 부분용접된 접합부의 파단강도가 수송용기의 충돌거동에 미치는 영향을 분석하였다.

• Proceedings of the Materials Research Society of Korea Conference
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• 2010.05a
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• pp.34.1-34.1
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• 2010

국내외적으로 다양한 형태의 저차원 구조 나노재료를 화학센서에 응용하고자 하는 연구가 매우 활발히 진행되고 있다. 현재까지 발표된 많은 연구는 단일 산화물 반도성 재료를 이용한 센서 특성 측정 및 센싱특성 향상 연구가 주를 이루고 있다. 이에 비해 2 가지 이상의 물질로 구성되는 이종접합(heterojuction) 나노재료는 단일 재료에 비해 화학센서로서의 특성을 향상시킬 여러 가능성이 제시되고 있으나, 이러한 이종접합 구조의 가스감응특성에 대한 기본 모델 제시는 부족한 상태이다. 본 연구에서는 $SnO_2$-ZnO 등의 코아-쉘 구조 나노섬유 및 ZnO-$SnO_2$ 이종접합 구조 나노섬유 나노재료를 제조하였다. 이러한 나노재료의 가스 감응특성을 조사하고 그 결과들을 바탕으로 이종접합 나노재료의 가스 감응특성에 대한 메커니즘을 제시하고자 한다.