In this study, a new manufacturing process for a multilayer-clad electrical contact material is suggested. A thin and dense BCuP-5 (Cu-15Ag-5P filler metal) coating layer is fabricated on a Ag plate using a high-velocity oxygen-fuel (HVOF) process. Subsequently, the microstructure and bonding properties of the HVOF BCuP-5 coating layer are evaluated. The thickness of the HVOF BCuP-5 coating layer is determined as 34.8 μm, and the surface fluctuation is measured as approximately 3.2 μm. The microstructure of the coating layer is composed of Cu, Ag, and Cu-Ag-Cu3P ternary eutectic phases, similar to the initial BCuP-5 powder feedstock. The average hardness of the coating layer is 154.6 HV, which is confirmed to be higher than that of the conventional BCuP-5 alloy. The pull-off strength of the Ag/BCup-5 layer is determined as 21.6 MPa. Thus, the possibility of manufacturing a multilayer-clad electrical contact material using the HVOF process is also discussed.
광전기화학 성능을 향상시키기 위해 각 ZnO, ZnSe과 g-C3N4 소재의 장점을 살리도록 3성분계 적층 구조를 디자 인했다. 용액공정으로 FTO 기판위에서 ZnO 나노로드 어레이가 성장하도록 한 후 ZnO표면에 Se을 부착시켜 ZnO표면에 서 ZnSe층이 형성 되도록 이온 치환법을 도입하였다. ZnO/ZnSe 나노로드 위에 g-C3N4 층을 스핀코팅 한 후 각 층이 화 학적 접합이 되도록 질소 분위기 하에서 열처리를 하였다. AM 1.5G, 0.5 V 외부전압하에서 각 적층구조별로 광전기화학 적 전류밀도를 측정하였고 비교 결과 ZnO/ZnSe/g-C3N4 나노로드가 ZnO 및 ZnO/ZnSe 나노로드에 비하여 보다 높은 광 전류 밀도가 측정되었다. 수직 정렬된 ZnO 육각 프리즘형태는 큰 비표면적과 축 방향을 따라 전자 흐름을 원활히 하고, ZnSe 층은 비표면적과 광흡수 범위를 더욱 넗히는 효과를 가져왔다. 이로 인하여 ZnO/ZnSe/g-C3N4 삼원 접합 전극의 향상된 성능은 가시광선 흡수범위 확장, 전하 분리 강화 및 전자 전도도 향상으로 인한 시너지 효과에 기인되는 것으로 판단된다.
The use of heat exchangers in various applications such as chemical, air conditioning systems, fuel processing, and power industries is increasing. In order to improve the performance of the heat exchanger, the problem of bonding quality of the copper tube, which is a major member, is emerging. However, since the copper tube is in the form of a pipe, it is difficult to identify internal defects with external factors. In this study, a thermal imaging camera was used to develop and verify an algorithm for detecting defects in the brazing part, and in the process, the brazing performance characteristics were analyzed according to the electrode position, and finally, a learning model was developed and performance evaluation was performed. It was confirmed that the method of supplying heat to the base material and melting the filler metal through the heat transfer effect is more effective than supplying heat input to the filler metal in the bonding process of copper tubes through high-frequency induction heating brazing. Thermal image data was used to develop a defect discrimination model, and 80% of training data and 20% of test data were selected, and a neural network-based single-layer copper tube brazing defect discrimination model was developed through k-Flod cross-validation., the prediction accuracy of 95.2% was confirmed as a result of the error matrix analysis.
본 연구는 초고강도 콘크리트판, 그라우팅 및 모체 콘크리트 내에 후크와 스터드로 연결한 합성접합부의 전단 실험 을 수행하고 그 거동을 파악하고자 한다. 압축강도 35 MPa, 50 MPa 및 90 MPa 그라우팅의 강도, 4종류의 전단연결재 배치를 실험변수로 총 12개의 시험체를 제작하였다. 합성접합부의 전단력은 그라우팅 콘크리트의 압축강도에 따라 비례적 관계를 가지 고 있다. 휨모멘트가 지배적인 힘이 아니고 면적이 크며 서로 다른 시기에 콘크리트를 친 경계면 합성체에서 콘크리트 전단력 은 무시할 정도 크기가 아니다. 콘크리트 모체 압축강도보다 그라우팅의 압축강도가 크다면 접합부에서 콘크리트 전단력이 유 의미하게 크며 전단연결재를 병용하면 더 큰 전단력을 얻을 수 있다.
A cold roll-bonding process is applied to fabricate an AA6061/AA5052/AA6061/AA5052 layered sheet. Two AA6061 and one AA5052 sheets of 2mm thickness, 40mm width and 300mm length are alternately stacked, then reduced to a thickness of 2.0 mm by multi-pass cold rolling after surface treatment such as degreasing and wire brushing. The rolling is performed at ambient temperature without lubricant using a 2-high mill with a roll diameter of 400 mm at a rolling speed of 6.0 m/sec. The roll-bonded AA6061/AA5052/AA6061/AA5052 layered sheet is then hardened by natural aging (T4) and artificial aging (T6) treatments. The microstructure of the as-roll bonded and the age-hardened Al sheets was revealed by SEM observation; the mechanical properties were investigated by tensile testing and hardness testing. After T4 and T6 aging treatment, the specimens had a recrystallization structure consisting of coarse equiaxed grains in both AA5052 and AA6061 regions. The as-roll-bonded specimen showed a clad structure in which the hardness of AA5052 regions was higher than that of AA6061 regions. However, after T4 and T6 aging treatment, specimens exhibited different structures, with hardness of AA6061 regions higher than that of AA5052 regions. Strengths of T6 and T4 age-treated specimens were found to increase by 1.55 and 1.36 times, respectively, compared to the value of the starting material.
본 논문에서는 유한요소해석을 통한 모듈러 구조물 접합부의 힌지접합부 연구에 관하여 소개한다. 모듈러 구조물은 모듈과 모듈을 적층하는 방식으로 공사를 진행하여 단위 모듈간의 기둥 및 보의 일체성을 기대하기 어려운 특성을 가지고 있다. 그러나 현 모듈러 설 계 시 이러한 구조적 특성을 무시하고 횡력에 대한 모멘트전달을 고려하여 기존 강구조와 동일한 방식으로 해석하고 있다. 더구나 모 멘트접합을 체결하기위해 모듈러 외부뿐만 아니라 내부에서 볼트 체결이 이루어져 조립 후 마감을 추가하는 불합리한 상황도 발생한 다. 이러한 일체성을 기대하기 어려운 특성을 고려하기 위하여 힌지접합을 활용한 모듈러구조시스템을 제안하였다. 논문에서는 기존 의 모멘트접합부에서 힌지접합부로 변경하였을 때 하중의 전달을 확인하기 위하여 이전 다른 연구에서 활용되었던 가위 모델을 변형 한 변형 가위 모델을 고안하여 접합부의 기본 이론을 제안·검토하였고, 기본을 바탕으로 계산된 결과는 구조해석 프로그램인 마이다 스 젠과 비교하여 검증하였다. 추가적으로 기존 모멘트접합부로 설계되었던 모듈러구조물을 힌지접합부로 변경하여 부재내력 및 사 용성을 검토하였다.
In this study, we have prepared a Ti-6Al-4V/V/17-4 PH composite structure via a direct energy deposition process, and analyzed the interfaces using scanning electron microscopy (SEM) and transmission electron microscopy (TEM). The joint interfaces comprise two zones, one being a mixed zone in which V and 17-4PH are partially mixed and another being a fusion zone in the 17-4PH region which consists of Fe+FeV. It is observed that the power of the laser used in the deposition process affects the thickness of the mixed zone. When a 210 W laser is used, the thickness of the mixed zone is wider than that obtained using a 150 W laser, and the interface resembles a serrated shape. Moreover, irrespective of the laser power used, the expected phase is found to be absent in the V/17-4 PH stainless steel joint; however, many VN precipitates are observed.
Recently, interest in OSC(Off Site Construction) is increasing due to the trend of a decrease in skilled workers and an increase in labor costs. In this regard, PC(Precast Concrete) is being reviewed for apartments, the most common type of housing in Korea. As the biggest concern for PC apartment houses, civil complaints such as inter-floor noise and leakage were presented. In this study, the details of the joints were reviewed based on the past cases of PC apartments, and the details of the recently constructed or planned PC apartments were investigated. Through this, the leakage path in the past was analyzed through the existing research literature and data. And wall type RC and PC apartment joint leakage test was performed and we found the needs for a detail of waterproof steps, sealant. Also, joint details were investigated for a rahmen type apartment housing under construction. At last, A discussion was conducted on the direction for a detailed proposal of an improved joint in the future.
본 논문에서는 풍력터빈과 하부구조물을 연결하는 L형 플랜지 볼트 접합부의 거동 특성에 대한 연구를 수행하였다. L형 플랜지 볼 트 접합부는 링(Ring) 형태의 L형 단면 플랜지가 볼트에 의해 상하 체결되는 방식으로서 국내 풍력터빈에서 주로 적용되고 있는 연결 방식이다. 특히 풍력타워 구조물은 이들 연결부의 손상이 전체 구조시스템의 붕괴로 이어질 수 있으므로 중요한 구조 요소 중 하나이 다. 따라서 L형 플랜지 볼트 접합부에 대한 정확한 거동 특성의 이해가 필요하다. 본 연구에서는 FE 해석을 통하여 L형 플랜지에 작용 하는 외력과 볼트장력의 관계, 그리고 L형 플랜지의 응력분포 변화를 외력 작용 단계별로 분석하였다. 여기서 FE 해석모델은 실제 링 형태의 L형 플랜지를 단일볼트의 L형 플랜지로 이상화하였다. 또한 볼트장력과 작용외력의 관계를 이론적으로 제안한 Petersen, Schmidt와 Neuper 그리고 VDI 2230의 볼트-외력 곡선모델에서 언급되는 접합부의 거동 불연속점과 FE 해석결과를 비교함으로써 FE 해석조건의 적절성을 검증하고, 각 볼트-외력 곡선모델의 특징과 L형 플랜지 볼트 접합부 거동 특성을 분석하였다. 그리고 L형 플랜 지 단면 제원을 일부 변화시켜 볼트-외력 곡선의 변화를 분석하였다.
In the present work, Inconel 718 alloy is additively manufactured on the Ti-6Al-4V alloy, and a functionally graded material is built between Inconel 718 and Ti-6Al-4V alloys. The vanadium interlayer is applied to prevent the formation of detrimental intermetallic compounds between Ti-6Al-4V and Inconel 718 by direct joining. The additive manufacturing of Inconel 718 alloy is performed by changing the laser power and scan speed. The microstructures of the joint interface are characterized by scanning electron microscopy, energy-dispersive X-ray spectroscopy, and micro X-ray diffraction. Additive manufacturing is successfully performed by changing the energy input. The micro Vickers hardness of the additive manufactured Inconel 718 dramatically increased owing to the presence of the Cr-oxide phase, which is formed by the difference in energy input.
As earthquakes continue to occur in Korea in recent years, seismic evaluation and retrofit of existing school buildings have been carried out. Many domestic school buildings were built using or referring to standard drawings. Therefore, if the overall structural characteristics of a school building can be known first based on standard drawings, it can be provided as valuable data for detailed seismic evaluation. For this reason, this study investigated the weak structural components and failure modes by comparing the strength of beams, columns, and joints constituting standard school buildings constructed in the 1980s. The evaluation was performed for different types of standard drawings and different material strengths. The results showed that the joint was mainly the weakest due to the eccentricity, and the failure modes were partially changed depending on the material strength.
The connection of the steel structure serves to transmit external forces to the main components. The same is true for the behavior of modular systems composed mainly of steel or composite members. In this study, the joint performance of the composite and steel modules proposed was evaluated. The analytical models of the two joint types were constructed and were subjected to cyclic loading to assess the safety and the energy dissipation capacity of the joint types. The analysis results of the joints showed that the joints of the modular systems remain stable when the joint rotation reached the seismic performance limit state of the 0.02 rad required for steel intermediate moment frame. It was also observed that the joint of the composite modular system showed higher energy dissipation capacity compared with the steel modular system.
목조건축물에 주로 적용되고 있는 철물 접합 시스템은 모재인 나무와 접합부재인 철재 간의 강도 차이 및 재질의 이질성으로 인한 외관상의 위화감 등이 문제점으로 대두되고 있다. 재료 가공의 편의성으로 프리컷 시스템이 도입되었고, 시공성 을 해결하기 위한 새로운 재료 및 시스템의 개발이 요구된다. 본 연구에서는 자연재료를 그 원료로 하여 미관상 목조건축물에 위화감이 없는 황토 압밀 플레이트를 개발하였다. 황토 및 소석회를 원료로 하여 제작한 시험체의 양생방법(기건 양생, CO2 양 생)에 따른 성능을 평가하기 위해 질량 변화, 지압 강도, 흡수율, 표면상태, 열중량변화 측정 및 SEM을 통한 생성광물의 미시적인 부분을 관찰하였다. 또한 제조과정에서의 온실가스 배출 및 흡수에 따른 환경성능평가를 수행하였다. 기건 양생한 시험체에 비해 CO2 챔버에 양생한 시험체는 원료인 소석회의 탄산화 반응으로 인한 탄산칼슘의 생성으로 역학적 성능이 향상되었다는 것을 알 수 있었으며, 원료인 소석회의 탄산화반응으로 인해 생석회 제조시 발생하는 CO2량의 70% 이상을 재흡수 한다는 것을 알 수 있었다.
In this study, experiments and simulations were performed for fillet joint friction stir welding according to tool shape and welding conditions. Conventional butt friction stir welding has good weldability because heat is generated by friction with the bottom of the tool shoulder. However, in the case of fillet friction stir welding, the frictional heat is not sufficiently generated at the bottom of the tool shoulder due to the shape of the tool and the shape of the joint. Therefore, it is important to sufficiently generate frictional heat by slowing the welding speed as compared to butt welding. In this study, experiments and simulations were carried out on an aluminum battery housing made by friction stir welding an extruded material with a fillet joint. The temperature of the structure was measured using a thermocouple during welding, and the heat source was calculated through correlation analysis. Thermal elasto-plastic analysis of the structure was carried out using the calculated heat source and geometric boundary conditions. It is confirmed that the experimental results and the simulation results are well matched. Based on the results of the study, the deformation of the structure can be calculated through simulation even if the tool shape and welding process conditions change.
The bead geometry according to the welding conditions was analyzed through the laser fillet welding experiment of 9% Ni steel, and the relationship between the shear strength and the five bead geometry measured by selecting the main bead geometry of the fillet weld was analyzed. Among the welding conditions, the welding conditions that directly affect the penetration depth are welding speed and laser power, and the working angle and beam position have a great influence on the formation of leg of vertical and horizontal members. The bead shape, which greatly affects the shear strength, is the horizontal member length, neck thickness, and weld length, and has a proportional relationship with the shear strength. As a result of confirming the relationship between shear strength and bead shape through the derivation of the trend line, it was confirmed that the length of the vertical member, whose R2 value was 0.92, was most closely related to the shear strength.
모듈러 건축물은 철근콘크리트 및 철골 구조물에 비하여 상대적으로 경량이고, 단위 모듈간 기둥의 일체성을 기대하기 어려운 구조적 특성을 가진다. 이와 같은 구조적 특성은 모듈러 건축물의 높이가 높아짐에 따라 바람 및 지진과 같은 횡력저항성능에 직접적인 영향을 미친다. 본 연구에서는 횡력저항성능을 향상시키기 위해 긴장재를 활용한 모듈러 구조시스템을 제안하였다. 모듈러 구조시스템을 구성하는 주요 요소인 포스트텐션 기둥-바닥 접합부는 셀프 센터링 거동을 유도하기 위한 형상 및 상세를 가진다. 포스트텐션 기 둥-바닥 접합부의 이력 거동을 상세히 파악하기 위해 유한요소해석을 수행하였으며, 그 결과 초기 긴장력 및 보-기둥 접합부의 접합 조건에 따라 이력 거동은 확연한 차이를 보이는 것으로 나타났다.
과거에는 건축물의 지하구조물은 지반에 둘러싸여있어 지진이 발생했을 때 지반과 함께 움직이기 때문에 지진에 대한 내진설계가 요구되지 않았다. 하지만, 지진에 대한 사례분석과 연구결과를 바탕으로 지하구조물에도 내진설계가 필요하다는 결론에 도달하였다. 또한, 기존 건축구조기준의 건축물에 대한 내진설계에서는 지하구조물에 대한 내진설계조항이 명확히 규정 되어 있지 않았으나, 지하구조물 내진설계 기준이 포함된 KDS가 시행됨에 따라 횡력에 저항할 수 있는 보-기둥 접합부의 수요가 증가할 것으로 예상된다. 강관기둥에 사용되는 보-기둥 접합부는 보에서 기둥으로 하중을 전달하기 위해서 다이어프램을 설치하는 형태의 접합부가 일반적이다. 이때 설치되는 다이어프램은 제작성 및 시공성을 저하시키며, 지하구조물 공법과 적합성이 맞지 않아 시공시 많은 문제점이 있다. 이러한 문제점을 해결하기 위해서 이 연구에서는 다이어프램을 설치하지 않고 기둥의 두께를 증가시켜 보에서 기둥으로 하중을 전달하는 접합부 3개와 삼각형 유닛을 조립하여 제작한 접합부 1개를 제작하여 인장력을 전달하는 실험적 연구를 수행하였다. 실험결과는 구조기준에서 제시하고 있는 집중하중이 작용하는 강관의 강도와 비교하여 분석하였다.
Silicon heterojunction solar cells can achieve high conversion efficiency with a simple structure. In this study, we investigate the passivation characteristics of VOx thin films as a hole-selective contact layer using ALD (atomic layer deposition). Passivation characteristics improve with iVoc (implied open-circuit voltage) of 662 mV and minority carrier lifetime of 73.9 μs after post-deposition annealing (PDA) at 100 oC. The improved values are mainly attributed to a decrease in carbon during the VOx thin film process after PDA. However, once it is annealed at temperatures above 250 oC the properties are rapidly degraded. X-ray photoelectron spectroscopy is used to analyze the chemical states of the VOx thin film. As the annealing temperature increases, it shows more formation of SiOx at the interface increases. The ratio of V5+ to V4+, which is the oxidation states of vanadium oxide thin films, are 6:4 for both as-deposition and annealing at 100 oC, and 5:5 for annealing at 300 oC. The lower the carbon content of the ALD VOx film and the higher the V5+ ratio, the better the passivation characteristics.
Single-layered grid space steel roof structure is an architectural system in which the structural ability of the nodal connection system greatly influences the stability of the entire structure. Many bolt connection systems have been suggested to enhance for better construct ability, but the structural behavior and maximum resistance of the connection system according to the size of bolt clearance play were difficult to identify. In particular, the identification of bending stiffness of the connection system is very important due to the characteristics of shell structures in which membrane stresses based on bending force effect significantly. To identify effective structural behavior and maximum bearing force, four representative nodal connection systems were selected and nonlinear numerical analysis were performed. The numerical analysis considering the size of the bolt clearance were performed to investigate structural behavior and maximum values of the bending force. In addition, the type of effective nodal connection system were evaluated. As a result, the connection system, which has two shear plane, represented high bending stiffness.