• Journal of Welding and Joining
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• v.16 no.4
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• pp.73-82
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• 1998

This paper is especially concerned with the weldment between support beam and square bar that plays important roles in control box of Expansion Joint as a brdige structure. Fatigue strength ({TEX}$$\sigma$_{ult}${/TEX}) of the weldment is dependent on notch factor ({TEX}$K_{f}${/TEX}) become important factors to predict fatigue life. The fatigue notch sensitivity (η) for metals can be divided into two types ; high and low notch sensitivity. In this work, the Expansion Joint weldment was found to have low notch sensitivity. The maximum strain distribution during static loading is similar to the FEM analysis. Fatigue test of real structure was performed up to {TEX}$10^{6}${/TEX} cycles to be compared with predicted endurance limit.

• Transactions of the Korean Society of Machine Tool Engineers
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• v.16 no.6
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• pp.94-102
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• 2007

Applications of bonded dissimilar materials such as large scale integration (LSI) packages, ceramics/metal and resin/metal bonded joints, are very increasing in various industry fields. It is very important to analyze the thermal stress and stress singularity at interface edge in LSI. In order to investigate stress singularities on the bonded interface edges and delamination of die pad and resin in the IC package. In this paper, stress singularity factors(${\Gamma}_i$) and stress intensity factors($K_i$) considering thermal stress in the IC package were analyzed by using the 2-dimensional elastic boundary element method(BEM).

• Journal of Welding and Joining
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• v.16 no.1
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• pp.63-69
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• 1998

The stress intensity factor has been calculated theoretically for the cracked plate subjected to remote normal stress and reinforced with a sheet by symmetric seam welding. The singular integral equation was derived based on displacement compatibility condition between the cracked sheet and the reinforcement plate, and solved by means of Erdogran and Gupta's method. The results from the derived equation for stress intensity factor were compared with FEM solutions and seems to be reasonable. The reinforcement effect gets better as welding line is closer to the crack and the stiffness ratio of the cracked plate and the reinforcement sheet becomes larger.

• Journal of Korean Society of Steel Construction
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• v.16 no.5 s.72
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• pp.683-694
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• 2004

Advanced analysis and optimal design of semi-rigid space steel frames were presented. The advanced analysis can predict the combined nonlinear effects of connection, geometry, and material on the behavior and strength of semi-rigid frames. The Kishi-Chen power model was used to describe the nonlinear behavior of semi-rigid connections. Geometric nonlinearity was determined using stability functions. Material nonlinearity was determined using the Column Research Council (CRC) tangent modulus and the parabolic function. The direct search method proposed by Choi and Kim was used as optimization technique. One by one, the member with the largest unit value evaluated using the LRFD interaction equation were placed adjacent to a larger member selected from the database. The objective function was assumed to be the weight of steel frame, while the constraint functions were load-carrying capacities, deflections, inter-story drifts, and the ductility requirements. The member sizes determined using the proposed method were compared to those derived from the conventional LRFD method.

• Journal of the Earthquake Engineering Society of Korea
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• v.15 no.1
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• pp.11-18
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• 2011

The connection type of steel moment frames in the country is mostly fabricated in factories so that it is fairly ductile due to good quality control. Based on references, the domestic connection satisfies the performance limit for steel intermediate moment frames specified by the AISC. However, the current KBC2009 building code specifies various systems for steel moment frames such as ordinary, intermediate, and special moment frames while the former KBC2005 only did so for a ductile moment frame. This induces the necessity of investigating which system is appropriate in the country when the domestic connection is applied. Therefore, this study was aimed at finding a proper design method by comparing the ductile moment frame in KBC2005 and the intermediate moment frames in KBC2009. The results showed that seismic design parameters for the ductile moment frames can be reasonable for satisfying the performance objective.

• Journal of Korean Society of Steel Construction
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• v.15 no.6 s.67
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• pp.661-672
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• 2003

The advanced analysis and optimal design of semi-rigid frame were presented. Advanced analysis can predict the combined nonlinear effects of connection, geometry, and material on the behavior and strength of semi-rigid frames. The Kishi-Chen power model was used to describe the nonlinear behavior of semi-rigid connections. Geometric nonlinearity was determined using stability functions. On the other hand, material nonlinearity was determined using the Column Research Council (CRC) tangent modulus and parabolic function. The direct search method proposed by Choi and Kim was used as optimization technique. The member with the largest unit value evaluated using the LRFD interaction equation was replaced one by one with an adjacent larger member selected from the database. The objective function was assumed as the weight of steel frame, with the constraint functions accounting for load-carrying capacities, deflections. inter-story drifts, and ductility requirement. Member sizes determined by the proposed method were compared with those derived using the conventional LRFD method.

• Journal of the Korea institute for structural maintenance and inspection
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• v.26 no.2
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• pp.51-58
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• 2022

Flat plate slab is cost-efficient structural system widely used in high rise building, apartment and parking garages. But flat plate-column connections are so weak against punching shear failure that it may cause collapse of overall structure. In this study, spiral type shear reinforcement which increases the shear strength and ductility of the plate-column connection and has good workability was proposed. And experimental test was performed to verify the punching shear capacity of spiral type shear reinforcement. The current code does not accurately estimate the punching shear strength of slab-column connection with shear reinforcement because slab is so slender that punching failure may occurred before shear reinforcement reached yield stress. Therefore modified equation of ACI code for punching shear strength was proposed base on finite element analysis using LUSAS program, and data analysis from CEB-FIP database.

• Journal of the Korea Institute of Building Construction
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• v.22 no.2
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• pp.149-160
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• 2022

In this study, a pull-out test considering the adhesive type, embedded length, and direction of re-bar was conducted to evaluate the pull-out performance of glued-in rod joints using timber and adhesive produced in Korea. In the test, the specimens using liquid adhesive showed better pull-out performance, and the longer the embedded length of the re-bar, the higher the maximum tensile load by inducing the yield of the re-bar first. Through the test results, a glued-in rod joints design, which is advantageous to design the adhesive strength stronger than the yield strength of re-bar, was proposed, and a correction factor of 0.75 for the adhesive strength considering construction error was also suggested.

• Proceedings of the Korean Vacuum Society Conference
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• 2010.08a
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• pp.143-144
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• 2010

3-5족 화합물 반도체를 이용한 집광형 삼중 접합 태양전지는 40% 이상의 광변환 효율로 많은 주목을 받고 있다[1]. 삼중 접합 태양전지의 하부 셀은 기계적 강도가 높고 장파장을 흡수할 수 있는 Ge이 사용된다. Ge위에 성장될 III-V족 단결정막으로서 Ge과 격자상수가 일치하는 GaInP나 GaAs가 적합하고, 성장 중 V족 원소의 열확산으로 인해 Ge과 pn접합을 형성하게 된다. 이때 GaInP의 P의 경우 GaAs의 As보다 확산계수가 낮아 태양전지 변환효율향상에 유리한 얇은 접합 형성이 가능하고, 표면 에칭효과가 적기 때문에 GaInP를 단결정막으로 선택하여 p-type Ge기판 위 성장으로 단일접합 Ge구조 제작이 가능하다. 하지만 이종접합 구조 성장으로 인해 발생한 계면사이의 전위나 미세결함들이 결정막내부에 존재하게 되며 이러한 결함들은 광학소자 응용 시 비발광 센터로 작용할 뿐 아니라 소자의 누설전류를 증가시키는 원인으로 작용하여 태양전지 변환효율을 감소시키게 된다. 이에 결함감소를 통해 소자의 전기적 특성을 향상시키고자 수소 열처리나 플라즈마 공정을 통해 수소 원자를 박막내부로 확산시키고, 계면이나 박막 내 결함들과 결합시킴으로서 결함들의 비활성화를 유도하는 연구가 많이 진행되어 왔다 [2][3]. 하지만, 격자불일치를 갖는 GaInP/Ge 구조에 대한 수소 열처리 및 불순물 준위의 거동에 대한 연구는 많이 진행되어 있지 않다. 따라서 본 연구에서는 Ga0.45In0.55P/Ge구조에 수소 열처리 공정을 적용을 통하여 단결정막 내부 및 계면에서의 결함밀도를 제어하고 이를 통해 태양 전지의 변환효율을 향상시키고자 한다. <111> 방향으로 $6^{\circ}C$기울어진 p-type Ge(100) 기판 위에 유기금속화학증착법 (MOCVD)을 통해 Si이 도핑된 200 nm의 n-type GaInP층을 성장하여 Ge과 단일접합 n-p 구조를 제작하였다. 제작된 GaInP/Ge구조를 furnace에서 250도에서 90~150분간 시간변화를 주어 수소열처리 공정을 진행하였다. 저온 photoluminescence를 통해 GaInP층의 광학적 특성 변화를 관찰한 결과, 1.872 eV에서 free-exciton peak과 1.761 eV에서 Si 도펀트 saturation에 의해 발생된 D-A (Donor to Acceptor)천이로 판단되는 peak을 검출할 수 있었다. 수소 열처리 시간이 증가함에 따라 free-exciton peak 세기 증가와 반가폭 감소를 확인하였고, D-A peak이 사라지는 것을 관찰할 수 있었다. 이러한 결과는 수소 열처리에 따른 단결정막 내부의 수소원자들이 얕은 불순물(shallow impurity) 들로 작용하는 도펀트들이나, 깊은 준위결함(deep level defect)으로 작용하는 계면근처의 전위, 미세결함들과의 결합으로 결함 비활성화를 야기해 발광세기와 결정질 향상효과를 보인 것으로 판단된다. 본 발표에서는 상술한 결과를 바탕으로 한 수소 열처리를 통한 박막 및 계면에서의 결함준위의 거동에 대한 광분석 결과가 논의될 것이다.

• Journal of the Korean Ceramic Society
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• v.35 no.2
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• pp.151-162
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• 1998

ZnO-BaO-$SiO_2-Al_2O_3$계 유리 및 결정화 유리 시편들을 제조하여 평판형 고체산화물 연료전지 봉착재로의 이용가능성을 조사하였다 구성층과 일치되는 열팽창 계수 및 화학적 안정성을 봉착재로의 적용에 있어 판단 기준으로 정하였다 실험된 다양한 조성의 유리 및 결정화 유리 시편들중 7.79ZnO-58.52BaO-$28.69SiO_2-5Al_2O_3$(ZBS3-A5) 결정화 유리의 측정된 열팽창 계수값은 $11.02\times10^{-6/^{\circ}C}$로써 YSZ 및 LSC의 평균 열팽창 계수 값과의 차이가 $0.07\timestimes10^{-6/^{\circ}C}$로 매우 작아 봉착시 열응력 발생의 최소화를 기대할수 있었다 이런 ZBS3-A5+LSC 접합 couple의 경우는 ZnCr2O4 의 dis-crete한 입자가 결정화 유리 부위에 형성되었고 역시 시간의 증가에 따라 이러한 입자의 성장은 없었다 특히 ZBS3-A5 구성 성분인 Ba, Zn, Sil 그리고 Al의 YSZ 및 LSC로의 확산은 없어 봉착후에 YSZ 및 LSC의 전기적 특성에 악영향을 미치지 않으리라 판단되었다.