• 한국생산제조학회지
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• 제22권4호
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• pp.665-672
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• 2013

With the development of advanced processing technology, laser processing systems, which require high-quality precision processing, have attracted considerable attention. Although laser equipment is expensive, it enables quick processing and less deformation of materials. This technology is often applied to secondary batteries, which has thus farinvolved the use of argon tungsten inert gas (TIG) welding. However, the welding characteristics of argon TIG welding are not yet good, and a laser is used for welding to address this problem. In this study, lap-joint welding was conducted, and the desired welding characteristics were obtained when the laser power was 1800W and the laser beam travel speed was 1.8 m/min. Lap-joint welding was conducted on Ni-coated SS41. Two cases were compared. No pores were observed in the Ni-coated SS41 lap-joint welding part, and cracks appeared from the lap-joints. Moreover, the pole rod and tap were welded together in a T-joint form to improve the output of the secondary battery. T-joint laser welding showed better welding characteristics than TIG welding.

• International Journal of Concrete Structures and Materials
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• 제8권1호
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• pp.83-97
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• 2014

This paper presents the results of an investigation aimed at developing reinforced concrete beams consisting of precast permanent U-shaped reinforced mortar forms filled with different types of core materials to be used as a viable alternative to the conventional reinforced concrete beam. To accomplish this objective, an experimental program was conducted and theoretical model was adopted. The experimental program comprised casting and testing of thirty beams of total dimensions $300{\times}150{\times}2,000mm$ consisting of permanent precast U-shaped reinforced mortar forms of thickness 25 mm filled with the core material. Three additional typical reinforced concrete beams of the same total dimensions were also cast to serve as control specimens. Two types of single-layer and double-layers steel meshes were used to reinforce the permanent U-shaped forms; namely welded wire mesh and X8 expanded steel mesh. Three types of core materials were investigated: conventional concrete, autoclaved aerated lightweight concrete brick, and recycled concrete. Two types of shear connections between the precast permanent reinforced mortar form and the core material were investigated namely; adhesive bonding layer between the two surfaces, and mechanical shear connectors. The test specimens were tested as simple beams under three-point loadings on a span of 1,800 mm. The behavior of the beams incorporating the permanent forms was compared to that of the control beams. The experimental results showed that better crack resistance, high serviceability and ultimate loads, and good energy absorption could be achieved by using the proposed beams which verifies the validity of using the proposed system. The theoretical results compared well with the experimental ones.

• Steel and Composite Structures
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• 제26권4호
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• pp.485-499
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• 2018

In this paper, a hollow steel tube (HST) shear connector is proposed for use in a slim-floor system. The HST welded to a perforated steel beam web and embedded in concrete slab. A total of 10 push-out tests were conducted under static loading to investigate the mechanical behavior of the proposed HST connector. The variables were the shapes (circular, square and rectangular) and sizes of hollow steel tubes, and the compressive strength of the concrete. The failure mode was recorded as: concrete slab compressive failure under the steel tube and concrete tensile splitting failure, where no failure occurred in the HST. Test results show that the square shape HST in filled via concrete strength 40 MPa carried the highest shear load value, showing three times more than the reference specimens. It also recorded less slip behavior, and less compressive failure mode in concrete underneath the square hollow connector in comparison with the circular and rectangular HST connectors in both concrete strengths. The rectangular HST shows a 20% higher shear resistance with a longer width in the load direction in comparison with that in the smaller dimension. The energy absorption capacity values showed 23% and 18% improvements with the square HST rather than a headed shear stud when embedded in concrete strengths of 25 MPa and 40 MPa, respectively. Moreover, an analytical method was proposed and predicts the shear resistance of the HST shear connectors with a standard deviation of 0.14 considering the shape and size of the connectors.

• 한국강구조학회 논문집
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• 제20권2호
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• pp.289-301
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• 2008

이중강판합성벽은 타이바로 연결된 강판외피 사이에 콘크리트를 충전시킨 구조벽으로서, 벽체의 구조성능을 향상시키고, 벽체의 두께를 줄이며, 별도의 거푸집 및 배근 공사없이 시공성을 향상시키기 위하여 개발되었다. 본 연구에서는 주기하중을 받는 이중강판합성벽의 비탄성거동특성 및 내진성능을 평가하기 위하여, 직사각형 및 T형 단면형상을 갖는 단일벽 및 병렬벽 실험체에 대하여 실험 연구를 수행하였다. 실험 결과, 이중강판합성벽은 주기하중에 대하여 핀칭이 없이 우수한 에너지소산능력을 나타냈다. 벽체하단부 기초의 접합상세와 단면형상에 따라 파괴모드 및 변형능력의 차이를 보였으며, 주로 벽체기초 또는 연결보 용접부의 파단과 강판국부좌굴에 의하여 파괴되었다. 적절한 용접 및 보강 상세를 갖는 실험체들은 2.0~3.7% 층간변형각의 변형능력을 보였다. 또한 벽체와 연결보의 비탄성강도를 고려하여 단일벽 및 병렬벽 실험체의 하중재하능력을 평가하였으며, 이를 실험결과와 비교하였다.

• 한국강구조학회 논문집
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• 제23권3호
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• pp.305-316
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• 2011

건축물이 크고 높아질수록 고강도 강재의 필요성이 부각 되었고 이러한 요구에 따라 강도와 항복비가 개선된 성능을 가진 강재들이 개발되고 있다. 본 연구에서는 고강도강재를 사용한 웨트볼트 접합방식을 가지는 모멘트접합부의 거동을 ABAQUS를 사용한 유한요소해석을 통하여 파악하였다. 해석모델은 이미 수행되어진 실험체를 대상으로 하였으며 파괴시까지의 반복하중을 해석모델에 가력하였다. 유한요소해석결과 실제실험으로는 얻기 힘든 여러 가지의 반응지수들을 구하였다. 이러한 지수들은 응력과 변형에 관계한 값으로 소성회전각이 0.003rad, 0.03rad 그리고 파괴시까지 3단계에서 구하였다. 특히 파괴단계에서 일정한 값을 가지는 변형지수는 충분한 소성거동을 하는 접합부의 강재에 요구되어지는 기계적 성질로 제시하였다.

• 한국추진공학회:학술대회논문집
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• 한국추진공학회 2007년도 제29회 추계학술대회논문집
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• pp.114-118
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• 2007

본 연구는 30ton급 액체로켓엔진 지상연소시험용 연소기의 설계 및 제작에 관한 것이다. 본 연소기는 연소압력이 60 bar, 노즐 확대비가 12이며, 헤드부와 연소실부가 용접되는 일체형 재생냉각형 연소기이다. 헤드부는 저온에서 기계적 특성이 좋은 STS316L을 사용하였다. 연소실부는 실린더부, 노즐목부, 1차 노즐부, 2차 노즐부로 구성되어 있다. 연소실부의 내피 재질은 동합금 /STS319J1/STS316L, 외피 재질은 STS329J1을 사용하였다. 선반, 밀링, MCT, 롤링 및 프레싱 등의 기계적 가공을 통하여 단품들을 완성하였다. 이러한 각 단품들을 조립하여 일반 용접 및 전자빔 용접, 브레이징 등을 적용하여 일체형으로 접합하였다.

• 문화기술의 융합
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• 제6권4호
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• pp.753-760
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• 2020

본 연구에서는 정밀 3차원 수치해석모델을 이용하여 수직하중(받침설계하중)과 수평하중(지진시 발생되는 수평력)을 적용하여 교량받침 교체시 보자리의 구조적 안전성에 대한 검토를 수행하였다. 기존 콘크리트와 교량받침 교체로 인해 새로 타설된 콘크리트의 응력 및 용접된 철근에 발생하는 응력 및 변위 결과를 수치해석적으로 확인하였다. 수치해석결과, 수평력 및 보자리 높이 증가는 신구콘크리트 경계면의 발생응력의 증가에 따른 콘크리트 균열(파괴) 및 내부 철근연결부의 응력증가를 초래하는 것으로 분석되었다. 따라서 보자리 높이 증가는 수평력의 크기와 직접적인 상관관계가 있으며 받침 용량에 적합한 보자리 높이 적용이 필요할 것으로 분석되었다. 본 연구에서는 보자리에 작용하는 수평력의 크기와 보자리 높이와의 상관관계를 변수로한 받침교체공사 가이드라인을 도표로 제시하여 교량받침 용량에 적합한 보자리 높이 설정 및 보강유무를 결정하는 방안을 제시하였다.

• 국제초고층학회논문집
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• 제4권3호
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• pp.171-180
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• 2015

A shaking table test was conducted at the E-Defense shaking table facility to investigate the damage and collapse behavior of a steel high-rise building under exceedingly large ground motions. The specimen is a one-third scale 18-story steel moment frame designed and constructed according to design specifications and practices used in the 1980s and 1990s. The shaking table tests used a long-duration, long-period ground motion simulated for a sequential Tokai, Nankai, and Nankai earthquake scenario. The building specimen was subjected to a series of progressively increasing scaled motions until it completely collapsed. The damage to the steel frame began through the yielding of beams along lower stories and column bases of the first story. After several excitations by increasing scaled motions, cracks initiated at the welded moment connections and fractures in the beam flanges spread to the lower stories. As the shear strength of each story decreased, the drifts of lower stories increased and the frame finally collapsed and settled on the supporting frame. From the test, a typical progression of collapse for a tall steel moment frame was obtained, and the hysteretic behavior of steel structural members including deterioration due to local buckling and fracture were observed. The results provide important information for further understanding and an accurate numerical simulation of collapse behavior.

• Journal of Welding and Joining
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• 제27권6호
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• pp.68-73
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• 2009

Recently, as titanium and titanium alloys are being increasingly used in wide areas, there are on-going researches to obtain high quality weld zone. In particular, growing interest is being drawn to laser welding, which involves low heat input and large aspect ratio in various welding processes and can facilitate shield in atmospheric condition compared with electron beam welding. The first report covered the analysis of embrittlement by the bead color of weld zone through quantitative analysis of oxygen and nitrogen and measurement of hardness as basic experiment to apply laser welding to titanium. Results indicated that the element that affect embrittlement the most was nitrogen, and as embrittlement and oxygenation go on, bead color changed to silver, gold, brown, blue and gray. This study performed butt welding of pure titanium and STS304 by using 1kW CW Nd:YAG laser, and to find out basic physical properties, evaluated welding performance by laser output, welding speed, root gap and misalignment etc, and examined mechanical properties through tensile stress and Erichsen test. The reason particles of pure titanium welded metal and HAZ are greater than STS304 is because they are pure metal and do not include many impure elements that work as nuclei in case of resolidification, thus becoming coarse columnar crystals eventually. In addition, the reason STS304 requires more energy during welding than pure titanium is because the particle size of base metal is smaller.

• 국제강구조저널
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• 제18권5호
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• pp.1639-1653
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• 2018

Bolted connections are suitable due to high quality prefabrication in the factory and erection in the workplace. Prefabrication and modularization cause high speed of erection and fabrication, high quality and quick return of investment. Their technical hitches transportation can be removed by prefabrication of joints and small fabrication of components. Box-columns are suitable members for bolted structures such as welded steel structures with moment frames in two directions etc., but their continual fabrication in multi-story buildings and performing the internal continuity plate in them will cause some practical dilemmas. The details of the proposal technique introduced here, is to remove such problems from the box columns. Besides, some other advantages include new prefabricated bolted beam-to-column connections referred to BBCC. This connection is a set of plates joined to columns, beams, support, and bolts. For a better understanding of its fabrication and erection techniques, two connection and one structural maquettes are made. The present work aims to study the cyclic behavior of connection numerically. To verify the accuracy of model, a similar tested connection was modelled. Its verification was then made through comparison with test results. The behavior of connection was evaluated for an exterior connection using three different support shapes. The effects of support shapes on rigidity, ductility, rotation capacity, maximum strength, four rad rotation strength were compared to those of the AISC seismic provision requirements. It was found that single beams support has all the AISC seismic provision requirements for special moment frames with and without a continuity plate, and box with continuity plate is the best support in the BBCC connection.