• 소성∙가공
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• 제32권6호
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• pp.321-328
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• 2023

To ensure driver safety, high-strength steel pipes are utilized in the chassis and internal structures design of automobiles. ERW(electric resistance welding) pipes, fabricated through welding at joints using electrical resistance, form a Heat-Affected Zone (HAZ) during the welding process. Due to characteristics such as increased hardness and reduced ductility compared to the base material, HAZ poses challenges in finite element analysis (FEA) for pipe shapes. In this study, for FEA considering HAZ properties, mechanical properties were measured through uniaxial tensile testing and digital image correlation (DIC) techniques after specimen fabrication. These measurements were validated using reverse engineering methods. Furthermore, hardness measurements and gaussian functions were employed to ascertain the hardness distribution within the HAZ, serving as a basis for subdividing the HAZ and modeling the pipe shape. To validate the effectiveness of the HAZ modeling approach, models were interpreted incorporating only base material properties and models incorporating average-calculated HAZ properties. Comparative analysis was performed, revealing that the model subdividing the HAZ based on hardness measurements closely approximated experimental values. This validation offered a methodology for HAZ modeling in FEA.

• Composites Research
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• 제33권3호
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• pp.125-132
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• 2020

치과용 복합레진 Filtek P90 (3M ESPE, USA)과 Clearfil AP-X (Kuraray, Japan)를 대상으로 디지털 이미지 상관법을 이용하여 광중합 시 발생하는 수축거동을 관찰하고 등가탄성계수를 적용한 유한요소해석을 통해 시편표면의 응력분포를 산출하여 수축률분포와 비교하였다. 광조사 중과 광조사 후의 촬영 조건을 달리하여 CCD 카메라를 이용한 시편의 변형사진을 획득하고 디지털 이미지 상관분석을 하였다. DIC 분석 결과 상기의 복합레진 모두에서, 비균일한 수축변형률 분포가 관찰되었으며 링시편 내부의 레진 중심부가 자유로운 유동성으로 레진/링의 계면부보다 큰 수축 변형률이 발생하였다. 레진의 중심으로부터 거리가 멀어질수록 반경방향 평균수축률은 감소하였으며, 광조사동안에 발생한 반경방향 평균수축률은 경화시험종료(10 min) 후 발생한 반경방향 평균수축률 값을 기준으로 P90은 33%, AP-X는 57% 수준이었다. P90과 AP-X가 광조사 중의 수축거동이 크게 달랐음을 확인하였다. 레진/링의 계면부에 가까운 레진에서는 광조사 후에 인장변형률이 급격히 커져서 계면부가 인장응력을 받아 취약하게 됨을 확인하였다.

• Steel and Composite Structures
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• 제50권6호
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• pp.705-720
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• 2024

Analyzing the collapse behavior of thin-walled steel structures holds significant importance in ensuring their safety and longevity. Geometric imperfections present on the surface of metal materials can diminish both the durability and mechanical integrity of steel shells. These imperfections, encompassing local geometric irregularities and deformations such as holes, cavities, notches, and cracks localized in specific regions of the shell surface, play a pivotal role in the assessment. They can induce stress concentration within the structure, thereby influencing its susceptibility to buckling. The intricate relationship between the buckling behavior of these structures and such imperfections is multifaceted, contingent upon a variety of factors. The buckling analysis of thin-walled steel shell structures, similar to other steel structures, commonly involves the determination of crucial material properties, including elastic modulus, shear modulus, tensile strength, and fracture toughness. An established method involves the emulation of distributed geometric imperfections, utilizing real test specimen data as a basis. This approach allows for the accurate representation and assessment of the diversity and distribution of imperfections encountered in real-world scenarios. Utilizing defect data obtained from actual test samples enhances the model's realism and applicability. The sizes and configurations of these defects are employed as inputs in the modeling process, aiding in the prediction of structural behavior. It's worth noting that there is a dearth of experimental studies addressing the influence of geometric defects on the buckling behavior of cylindrical steel shells. In this particular study, samples featuring geometric imperfections were subjected to experimental buckling tests. These same samples were also modeled using Finite Element Analysis (FEM), with results corroborating the experimental findings. Furthermore, the initial geometrical imperfections were measured using digital image correlation (DIC) techniques. In this way, the response of the test specimens can be estimated accurately by applying the initial imperfections to FE models. After validation of the test results with FEA, a numerical parametric study was conducted to develop more generalized design recommendations for the stainless-steel shell structures with the initial geometric imperfection. While the load-carrying capacity of samples with perfect surfaces was up to 140 kN, the load-carrying capacity of samples with 4 mm defects was around 130 kN. Likewise, while the load carrying capacity of samples with 10 mm defects was around 125 kN, the load carrying capacity of samples with 14 mm defects was measured around 120 kN.

• 소성∙가공
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• 제11권6호
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• pp.495-502
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• 2002

The welding pressure in extru bending process is affected by the shape of welding chamber of porthole die. It is very important to increase the welding pressure when the tube should be extruded particulary from four billets of the materials. The high circumferential stress of the tube can make the welding pressure increase during the extru-bending. In order to increase the circumferential stress, it is necessary to make the billets pass through the narrow gap between the conical die and the conical plug. This paper describes the welding pressure by the experiments and the analysis with the two types of the chamber. One of them is the chamber between the flat die and straight mandrel, and the other one is the chamber between the conical die and conical plug. The results of the experiments and the analysis shows that the conical chamber makes the welding pressure increase by the effect of the reducing diameter of tube and the welding pressure by the conical dic and plug is stronger than the welding pressure by the flat die and straight mandrel.

• Applied Microscopy
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• 제39권4호
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• pp.291-299
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• 2009

본 연구에서는 햄스터 망막의 추상과 간상 광수용체의 양적 분석을 하였다. 추상 광수용체를 과산화 효소로 표지된 피넛 렉틴(peroxidase-labeled peanut lectin)을 사용하여 염색한 뒤 광학 미분간섭 현미경(DIC, differential interference contrast optics)을 사용하여 관찰하였다. 또한 면역세포화학적 방법으로 추상 광수용체에 위치한 M/L-옵신과 S-옵신을 염색한 뒤 공초점 형광 현미경(confocal microscope)을 사용하여 관찰하였다. 추상세포의 평균 밀도는 9,307 $cells/mm^2$이며 전체 추상세포는 293,060개였다. 추상세포의 최대값(12,857 $cells/mm^2$)은 맹점(시신경 유두, optic disk)로부터 코 쪽 망막(nasal retina)으로 0.3 mm 떨어진 곳에 위치하였다. 간상세포의 평균은 300,082 $cells/mm^2$으로 전체 간상세포는 9,448,150개였다. 간상세포의 최대값(340,000 $cells/mm^2$)은 맹점으로부터 등쪽 망막(dorsal retina) 방향으로 0.3 mm 떨어진 곳에서 발견되었다. 평균적으로 전체 광수용체 중, 간상세포의 전체 분포는 96.99%이고 추상세포는 3.01%를 차지하였다. 또한 간상과 추상의 평균 비는 32.24 : 1이었다. 햄스터의 추상세포는 M/L-와 S-옵신을 가진다. 본 연구 결과는 햄스터가 일부 명소시를 가지는 강한 간상 우세 망막임을 제시한다.

• 콘크리트학회논문집
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• 제28권5호
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• pp.535-544
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• 2016

본 연구에서는 디지털 이미지를 사용하여 DIC(Digital Image Correlation) 기법 및 부착파괴면 분석을 통해 부착파괴에너지와 부착강도의 정량적 분석뿐만 아니라 계면의 부착 면 파괴 양상의 정성적 접근을 통해 지속 하중과 온도의 복합 하중에 대한 FRP 부착 실험체의 거동을 분석하였다. 이를 위해 CFRP 쉬트를 부착한 일면전단실험체를 제작하여 사용하였다. 일면전단실험체의 지속 하중 기간의 거동은 에폭시 크리프의 영향을 상당히 받으며 지속 하중 기간 동안에 에폭시의 점탄성 특징으로 인해 응력완화가 발생하였다. 응력완화는 지속 하중 이후 실시한 계면전단실험에서 사용한 DIC 기법을 통해 관찰 하였으며 지속하중 기간 동안의 응력완화로 인해 지속하중 실험체의 최대부착파괴하중 및 계면파괴에너지가 대조실험체보다 증가하였다. 모든 실험체의 부착 파괴 면을 디지털 이미지화하여 파괴 면의 양상을 정성적/정량적으로 분석 하였다. 디지털 이미지 분석 결과 지속 하중 기간 동안 파괴 형태가 콘크리트면내파괴에서 계면부착파괴 형태로 전이가 발생하였으며 이러한 전이로 인해 지속하중 기간이 증가할수록 지속하중의 최대부착파괴하중에 대한 긍정적인 효과 감소하였다.

• 소성∙가공
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• 제32권1호
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• pp.12-19
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• 2023

The armature core is a part responsible for the skeleton of the steering wheel. Currently, in the case of commercial trucks, the main parts of the parts are manufactured separately and then the product is produced through welding. In the case of this production method, quality and cost problems of the welded parts occur, and an integrated armature core made of magnesium alloy is used in passenger vehicles. However, in the case of commercial trucks, there is no application case and research is insufficient. Therefore, this study aims to develop an all-in-one armature core that simultaneously applies a magnesium alloy material and a die casting method to reduce the weight and improve the quality of the existing steel armature core. The product was modeled based on the shape of a commercial product, and finite element analysis (FEA) was performed through Ls-dyna, a general-purpose analysis program. Through digital image correlation (DIC) and uniaxial tensile test, the accurate physical properties of the material were obtained and applied to the analysis. A total of four types of compression were applied by changing the angle and ground contact area of the product according to the actual reliability test conditions. analysis was carried out. As a result of FEA, it was confirmed that damage occurred in the spoke area, and spoke thickness (t_spoke), base thickness (t_base), and rim and spoke connection (R) were designated as design variables, and the total weight and maximum equivalent stress occurring in the armature core We specify an objective function that simultaneously minimizes . A prediction function was derived using the sequential response surface method to identify design variables that minimized the objective function, and it was confirmed that it was improved by 22%.

• 드라이브 ㆍ 컨트롤
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• 제13권4호
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• pp.45-51
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• 2016

The power train of a hydro-mechanical, continuously variable transmission for forklifts makes use of hydro-static units, hydraulic multi-wet disc brakes & clutches, and complex helical & planetary gears. The complex helical & planetary gears are very important parts of the transmission because of a strength problem. In the present study, we calculated the specifications of the complex helical & planetary gear train, and analyzed the gear bending and compressive stresses of the gears. It is necessary to analyze the gear bending and compressive stresses thoroughly for optimal design of the complex helical & planetary gears with respect to cost and reliability. In this paper, we analyze the actual gear bending and compressive stresses of complex helical & planetary gears using the Lewes & Hertz equation, and we also verify the calculated specifications of the complex helical & planetary gears by evaluating the results of the data of allowable bending and compressive stress using the Stress vrs Number of Cycles curves of gears.

• 응용통계연구
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• 제22권6호
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• pp.1167-1176
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• 2009

항만이나 공항의 소유구조에 대한 효율성 분석은 지금까지 서로 엇갈리는 결과를 제시하고 있다. 즉, 민영화 또는 공영화로 인한 효율성 효과가 자료 또는 분석 방법에 따라서 일치된 결과를 보여주지 않고 있다. 본 논문은 국내의 항만이 포함된 국제 항만 교역데이터베이스를 기반으로 베이지안 확률적 프런티어 모형을 적용하여 항만의 소유 구조에 따른 효율성 분석을 하였다. 소유 구조는 Tongzon과 Heng (2005)의 방법을 따랐으며 제안된 몇 가지 모형과 그들의 모형을 DIC 통계량을 이용하여 비교하였다. 베이지안 추론에 필요한 MCMC 방법은 Griffin과 Steel (2007)에서 소개된 WinBUGS 프로그램을 이용하여 구현하였다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2008년도 춘계 학술발표회 초청강연 및 논문집
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• pp.22-33
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• 2008

The plane strain test has been used widely in order to examine the stress-strain relation and failure behavior. Its advantages are more realistic simulation of deformation and failure behaviors of soils. Most plane strain tests have been carried out with restrained end plates due to difficulties in manufacturing the equipment with free end condition and also performing it. In this study, plane strain tests with/without bottom plate restraint were performed on Jumunjin-sand. The measurement of overall and local deformation was accomplished by digital image correlation technique as well as external LVDT. By applying digital image correlation method using two consecutive images captured through the transparent wall, local deformation behavior of various parts inside the specimen was estimated. From digital image analysis result, the restrained effect of end plate was examined about formation and development of shear band, and deformation mechanism of sand under plane strain condition.