• Journal of Korean Society of Steel Construction
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• v.25 no.5
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• pp.569-578
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• 2013

In a super-tall building construction, thick and large-sized embed plates are usually used to connect mega structural steel members to RC core wall or columns by welding a gusset plate on the face of the embed plate with T-shape. A large amount of heat input accumulated by weld passes causes the plates to expand or deform. In addition, the temperature of concrete around the plates also could be increased. Consequently, cracks and spalls occur on the concrete surface. In this study, the effect of weld heat on embed plates and 80MPa high strength concrete is investigated by considering weld position (2G and 3G position), edge distance, concrete curing time, etc. Measured temperature of the embed plates was compared with the transient thermal analysis results. Finally, push-out tests were performed to verify and compare the shear studs capacity of the embed plate with design requirement. Test result shows that the shear capacity of the plate is reduced by 14%-19% due to the weld heat effect and increased as the concrete curing time is longer.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.9 no.2
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• pp.298-302
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• 2008

This study was carried out to evaluate brazing characteristics of the braze joint between superhard alloy particles and carbon steel. Two types of insert metals that made by mechanical alloying process were selected for this study. One is composed of Cu, Zn and Ag(MIM-1) and the other one is composed of Cu, Zn, Ag and Cd.(MIM-2) The chemical compositions of these insert metals were similar to AWS BAg-20 and BAg-2a system. And the commercial insert metals(CIM-1, CIM-2) were also evaluated for the comparative study. The characterization of the insert metals were conducted by wettability tests, shear tensile test and microstructural analyses. The results indicated that wettability tests displayed that MIM-1 and CIM-1 insert metals had the larger wetting angle than MIM-2 and CIM-2 and the wetting angle of the MIM-1 showed higher value than that of CIM-1. However these values are less than $25^{\circ}$ that is recommended for standard value for usual insert metals. The highest value of shear tensile tests was obtained from the brazed joint that made by MIN-1 and the value was $2.29{\times}10^2MPa$. This value is appeared to be higher or same as the commercial insert metals. The microstructures of the inserts metals were composed of Cu-rich proeutectic structure for matrix and Ag-rich eutectic structure. The braze joint between superhard alloy particles and carbon steel produced by the MIM-1(Ag-Cu-Zn) system showed sound joint showing stable microstructures. However there was also some porosities at the interface.

• Journal of the Microelectronics and Packaging Society
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• v.8 no.3
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• pp.37-42
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• 2001

The concerns of the toxicity and health hazard of lead in solders have demanded the research to find suitable lead-free solder alloys. It was discussed that effect of the intermetallic formation and structure on the reliability of solder joints. In this study, lead-free solder alloys with compositions of Sn/3.5Ag/0.75Cu, Sn/2.0Ag/0.5Cu/2.0Bi were applied to the 48 $\mu$BGA packages. Also, the lead-free solder alloys compared with eutectic Sn/37Pb solder using shear test under various aging temperature. Common $\mu$BGA with solder components was aged at $130^{\circ}C$, $150^{\circ}C$ and $170^{\circ}C$. And the each temperature applied to 300, 600 and 900 hours. The thickness of the intermetallics was measured for each condition and the activation energy for their growth was computed. The fracture surfaces were analyzed using SEM (Scanning Electron Microscope) with EDS (Energy Dispersive Spectroscopy). These results for reliability of lead-free interconnections are discussed.

• Journal of the Korea institute for structural maintenance and inspection
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• v.27 no.6
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• pp.94-101
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• 2023

In this study, the development performance of the head bars, which is SD700, was experimentally evaluated at the RC (reinforced concrete) or SFRC (steel fiber reinforced concrete external beam-column joint. A total of 10 specimens were tested, and variables such as steel fibers, length of settlement, effective depth of the beam, and stirrups of the column were planned. As a result of the experiment, the specimens showed side-face blowout, concrete breakout, and shear failure depending on the experimental variables. In the RC series experiments with development length as a variable, it was confirmed that the development strength increased by 26.5~42.2% as the development length increased by 25-80%, which was not proportional to the development length. JD-based experiments with twice the effective depth of beams showed concrete breakout failure, reducing the maximum strength by 31.5% to 62% compared to the reference experiment. The S-series experiment, in which the spacing of the shear reinforcement around the enlarged head reinforcement was 1/2 times that of the reference experiment, increased the maximum strength by 8.4 to 9.7%. The concrete compressive strength of SFRC was evaluated to be 29.3% smaller than the concrete compressive strength of RC, but the development strength of SFRC specimens increased by 7.3% to 12.2%. Accordingly it was confirmed that the development performance of the head bar was greatly improved by reinforcing the steel fiber. Considering the results of 92% and 99% of the experimental maximum strength of the experiment arranged with 92% and 110% of the KDS-based settlement length, it is judged that the safety rate needs to be considered even more. In addition, it is required to present a design formula that considers the effective depth of the beam compared to the development length.

• Journal of Welding and Joining
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• v.13 no.2
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• pp.32-41
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• 1995

본 고에서는 경년열화의 종류, 열화의 판정방법 등에 관한 일반사항과 열화 및 수명예측 문 제를 해결하기 위한 문제점등을 기술하였고, 그 동안 연구되어진 열화 현상에 의한 재료강도의 저하현상을 설명하였다. 또한 열화현상은 비파괴 판정만으로 수명예측이 어려우므로 시간에 따라 진행하는 열화의 진행곡선이 반드시 필요할 것이다. 이와 같이 열화진행 정도를 추정하기 위해 열화재의 가속제작 방법과 레이저 빔의 고온의 열원을 이용한 열화 치료 가능성을 제시 하였다. 아울러 열화치료에 대해 정도높은 방법에 제시된다면 기존 기계구조물을 안전하고, 지속적으로 사용하여 경제적인 손실을 줄일 수 있을 것으로 기대한다.

• Proceedings of the Korea Concrete Institute Conference
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• 1993.04a
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• pp.188-193
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• 1993

In widening of existing bridges, construction joints between old new parts of concrete slabs are subjected to repeated traffic loads during placing and curing of concrete. Therefore, the main focus of this paper is given to examine several construction methods of bridge widening. As a result, the occurrence of cracks in vibrating specimen is faster than non-vibrating one, but the difference between flexural strength and ultimate moment was negligible. Also, it shows the same result in other construction method, say direct and non-shrinkage joint specimen.

• Proceedings of the Korea Concrete Institute Conference
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• 1998.10a
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• pp.582-588
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• 1998

The experimental study for the interior beam-column joint for high strength conccrete using Belite cement is presented. Test parameters are compressive strength, flexual strength ratio and joint shear stresslevel. The results from cyclic loading tests show different behaviors from the various parameters. Also, The different behaviors on beam-column joint can be achived by the different concrete strength.

• Proceedings of the Korea Concrete Institute Conference
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• 2002.05a
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• pp.897-902
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• 2002

The failure of flat plate connection is successive failure process accompanying with stress redistribution, hence it is necessary to compute the contributions of each resistance components at ultimate state. In the present study, the interactions of resultant forces at each faces of connection, i.e. shear, bending moment and torsional moment are considered in the assessment of strength of slab. As a result the strength prediction model for connection is made up as combination of bending resistance, shear resistance and torsional resistance. The proposed method is verified by the experimental data and numerical data of continuous slabs.

• The Optical Journal
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• s.123
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• pp.22-25
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• 2009

III-V족 화합물반도체 태양전지중 다접합 구조 태양전지와 집광형 태양전지는 제 3세대 태양전지로서 주목받고 있다. 현재 가장 간단하고 저렴한 원가를 갖는 구조가 프레넬 렌즈 1장을 사용한 구조로서 현재의 광학시설과 인프라만으로도 많은 부분을 개선할 수 있을 것이라 확신한다. 렌즈를 활용하여 집광한 빛을 한곳으로 모으로 이를 셀에 균일한 강도로 손실 없이 전송하기 위한 기하광학적 설계기술이 필요하며 이러한 설계와 조명설계를 결합하여 광시스템을 구축하는 것이 무엇보다 중요하다. 현재 나라마다의 다양하고 적극적인 개발노력으로 인하여 수년 안에 기존보다도 훨씬 효율성 높고 실용적인 태양집광시스템이 개발되리라 기대한다.

• Journal of Welding and Joining
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• v.8 no.2
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• pp.1-12
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• 1990

본 고에서는 알루미늄 점용접시의 용접품질 및 용접봉 수명에 미치는 요소와 점용접부 설계방법에 대하여 간략히 설명하였다. 점 용접방법은 알루미늄 뿐만 아니라 steel의 박판용접에도 많이 사용되고 있으며, 특히 최근 공정자동화에 맞추어 가장 쉽게 자동화할 수 있는 용접 방법 중의 하나이다. 그러나 아직까지는 용접품질을 보증할 수 있는 비파괴 검사방법이 없기 때문에 새로운 비파괴 검사방법 개발 혹은 컴퓨터를 이용한 용접품질 추적방법에 대한 많은 연구가 요청된다. 한편 용접부 설계 관점에서는 조그만 단순 시편이 아닌 설계구조물을 이용한 용접강도 해석방법에 대한 연구가 미약하므로 이에 대한 많은 연구도 요청되고 있다.