• Corrosion Science and Technology
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• 제23권3호
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• pp.215-220
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• 2024

Recently, the demand for Zn-Ni electrogalvanized steel sheets for home appliances and automobiles is increasing. Products should have a thick plating (30 to 40 g/m²) on both side with a thin thickness (≤ 0.8 mm) and the highest surface quality. By a high current density operation, current is concentrated in the edge part of the steel sheet, resulting in large surface dent defects due to dendritic plating. This can lead to a low productivity due to low line speed operation. To solve this problem, this study aimed to identify factors influencing dendritic plating. A cylindrical electroplating device was manufactured. Effects of cut edge shape and thickness of steel plate, current density, temperature, flow rate, electrolyte concentration, and pH on dendrite generation of Zn-Ni electroplating were examined. To investigate effect of edge shape of the steel sheet, the steel sheet was manufactured using three processing methods: shearing, polishing after shearing, and laser. Relative effects thickness and cut edge processing methods of the steel plate, current density, temperature, flow rate, electrolyte concentration, and pH of plating solution on dendrite plating were investigated. To prevent dendrite plating, an edge mask was manufactured and its application effect was investigated.

• 한국산학기술학회논문지
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• 제21권1호
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• pp.129-137
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• 2020

건축구조용 강종을 사용한 고력볼트 보 이음부 설계시 연결판 강종을 어떻게 결정할 것인가에 대해 적절한 강종 선택 기준 제시가 필요한 상황이다. 본 연구는 이를 위한 기초 연구 단계로 보 부재 고력볼트 이음부 플랜지를 모사한 인장실험체에 대한 정적가력실험을 통해 건축구조용 강종 적용 유무에 따른 인장거동 차이를 평가하고, 그 결과를 후속 연구에 활용하는데 목적이 있다. 이를 위해 이음부 내력 및 거동에 영향을 미칠 것으로 예상되는 플랜지 및 연결판의 두께와 강종 및 강도를 주요 변수로 실험체를 설계 및 제작하였다. 총 48개 실험체에 대한 인장실험결과 모든 실험체에서 공칭강도를 적용한 설계인장강도를 충분히 상회하는 인장하중 저항능력을 나타냈으며 연결판 설계강도가 플랜지 판 설계강도의 1.25배를 상회할 경우 플랜지 판의 파단에 따른 종국 상태 도달 가능성이 지배적인 것으로 나타났다. 그리고 플랜지 강종의 변화에 따른 최대인장하중의 변화는 그리 크지 않은 것으로 나타났으나 변형에서는 차이가 나타났다. 그리고 실험 결과 보 부재의 강종과 연결판 두께가 이음부 거동에 영향을 미치는 주요 인자로 확인 되었다.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 2008년도 정기 학술대회
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• pp.505-510
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• 2008

The design of noncomposite construction for skew bridges with large skew angels has been often checked because composite construction may cause large stresses in the bridge deck. In this study, the analytical model considered dynamic behaviors for noncomposite skew bridges was proposed. Using the proposed analytical model, the effects of interactions between the concrete deck and steel girders such as composite construction, and noncomposite construction on the dynamic characteristics of simply supported skew bridges were investigated. A series of parametric studies for the total 27 skew bridges was conducted with respect to parameters such as girder spacing, skew angle, and deck aspect ratio. The slip at the interfaces between the concrete deck and steel girders may bring about longer vibration periods that result in the reduced total seismic base shear.

• Journal of Welding and Joining
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• 제23권4호
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• pp.48-52
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• 2005

To estimate welding deformation for large steel structures, either experiment result with small specimen or analysis result of FEM with small numerical model is used. Consequently, it is important to decide the welding length of specimen and numerical model not to have an effect on welding deformation for accurate estimation of whole welding deformation. This study experimentally clarifies the effect of welding length on angular distortion due to welding by varying welding length of specimens, but fixing width and thickness of specimens on V-groove butt welding, fillet welding and bead on plate welding. As a resell the critical welding length on fillet welding and on bead on plate welding is over 500mm and on V-groove butt welding is over 1,000mm.

• 한국강구조학회 논문집
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• 제28권4호
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• pp.243-251
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• 2016

두께가 얇아짐에 따라 강바닥판은 윤하중의 작용으로 국부적으로 매우 큰 변형이 발생하고, 이것은 교면포장에 종방향으로 구조적인 균열을 야기 시킬 수 있다. 이 연구에서는 강바닥판의 윤하중 국부해석을 위하여 가로보의 휨 및 비틀림강성을 엄밀히 고려할 수 있는 평면쉘 스트립요소, 프리즘요소, 그리고 이 두요소를 연결하는 링크요소로 구성된 개선된 유한대판법을 제시하고자 한다. 이 방법의 효용성을 검증하기 위하여, 강판 플레이트 거더교의 일부를 해석예제로 선택하여 연직처짐 및 교축직각방향 변형율 결과를 쉘요소, 솔리드요소, 그리고 코히시브요소를 이용한 ABAQUS 해석결과와 비교, 검토하였다.

• Journal of Welding and Joining
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• 제13권1호
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• pp.138-144
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• 1995

Recently, as the industrial structure tends to become large, the thickness of structural plate becomes thicker. Therefore, the thicker the plate of welded structure is, the larger the shape of welded joint. The effect of large heat input makes large heat affected zone(HAZ). These bring to complict welding residual stress and to weaken material, which may cause extremely harm to the safety of structures. Nevertheless, welding is design is regulated by the KS, JIS or standard in the resister of shipping such as KR, ABS or LR. However, these rules are based on rather experimental than theoretical. In this study, the computer program of heat conduction, considering un-steady state and quasi-steady state, is developed for optimizing(minimizing) a shape of welded joint. The characteristics of heat on the welded joints with various shapes are clarified by the results of the analyses.

• 대한기계학회논문집B
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• 제24권1호
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• pp.29-38
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• 2000

It is observed that the cooling capacity of impinging water jet is affected by the seasonal conditions in steel manufacturing process with large scale. To confirm this phenomena, the cooling experiments of a hot steel plate by a laminar jet were conducted for two different initial ambient air temperature($10^{\circ}C$ and $40^{\circ}C$) in a closed chamber, and an inverse heat conduction method is applied for the quantitative comparison. It is found that the cooling capacity under $10^{\circ}C$ air temperature is lower than that under $40^{\circ}C$, as is the saturated water vapor is more easily observed, and the amount of total extracted heat in the case of $10^{\circ}C$ is smaller by nearly 15% than that of $40^{\circ}C$ case. From these results, it is thought that the quantity of water vapor, which could be absorbed until saturation, effects on the mechanism of boiling heat transfer.

• Structural Engineering and Mechanics
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• 제75권2호
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• pp.229-237
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• 2020

The steel slit shear wall (SSSW), made by cutting vertical slits in a steel plate, is increasingly used for the seismic protection of building structures. In the domain of thin plate shear walls, the out-of-plane buckling together with the potential fracture developed at slit ends at large lateral deformation may result in degraded shear strength and energy dissipation, which is not desirable in view of seismic design. To address this issue, the present study proposed a new type of SSSW made by intentionally introducing initial out-of-plane folding into the originally flat slitted plate. Quasi-static cyclic tests on three SSSWs with different amplitudes of introduced out-of-plane folding were conducted to study their shear strength, elastic stiffness, energy dissipation capacity and buckling behavior. By introducing proper amplitude of out-of-plane folding into the SSSW fracture at slit ends was eliminated, plumper hysteretic behavior was obtained and there was nearly no strength degradation. A method to estimate the shear strength and elastic stiffness of the new SSSW was also proposed.

• 한국해양공학회지
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• 제37권6호
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• pp.266-272
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• 2023

The structure of a ship is completed by processing various steel plates and welding these plates. This butt welding of plates is defined as a seam in shipyards, and this study seeks to find a way to decrease costs by reducing the utilization of steel through effective seam arrangement. Seams were defined and classified according to purpose, and examples of "pieces" and "main plates" where seam creation had an economical saving effect were selected. For "pieces," the change in the weight of steel utilized depending on the presence or absence of a seam was calculated, and the resulting change in cost increase was presented. In the case of the "main plate," the quantity of seams does not change, but an example of cost variation due to the appropriate placement of seams is presented. Hence, a large difference was found in the costs of "pieces" depending on seam location. Thus, it was advantageous to create additional seams. For the "main plate," it was found that narrow-width and wide-width materials incur more costs. This study demonstrates that creating seams is economically advantageous but may not be preferred owing to the increased workload from a production perspective.

• Journal of Welding and Joining
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• 제19권5호
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• pp.548-554
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• 2001

The restraint force is required an accurate measurement and analysis to protect weldment from residual stress. Also, this residual stress caused by clacks in weldments are often observed in the weldments of large size nozzles or radial tanks after welding. This paper is preformed on the study of evaluation of welding restraint forces using load cell with STS thin plate which are using pressure vessel steel in the industry field. As a result of this study, as the welding currents are higher and the welding speeds are more slowly, the magnitude of restraint force in process of the flat plate welding hows to be more large. Also, the temperature in process of melting is increasingly rising, then the restraint forces exhibit the compressive forces, whereas the restraint forces during cooling represent extensional force.