• 한국전산구조공학회논문집
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• 제33권1호
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• pp.17-23
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• 2020

본 논문에서는 인공섬 형식의 방호공을 구성하는 수중사면에 선박이 충돌하는 경우 발생하는 선박과 지반의 거동을 해석하기 위한 모델을 Coupled Eulerian-Lagrangian(CEL) 기법을 이용하여 구성하였다. 충돌에서 발생하는 지반의 전단파괴를 포함하는 대변형을 고려하기 위하여 지반과 해수는 Eulerian 영역으로 구성하고 충돌체를 Lagrangian 영역으로 구성되었다. 해석의 효율성을 향상시키기 위해서 mass scali기법을 충돌체의 모델링에 도입하였으며, 지반은 Eulerian영역에서 Eulerian Volume Fraction(EVF)값을 설정하여 구성하였다. 작성된 모델의 적용성을 검증하기 위하여 동적관입앵커에 대한 해석을 수행하였다. 또한 컨테이너선의 외부형상에 따라 고체요소로 모델링된 선수가 수중사면에 충돌하는 경우의 해석을 수행하고, 그 때 발생하는 변위, 속도, 소산에너지 등의 거동을 평가하였다. 그 결과로 매개변수해석에 대한 추가적인 연구 필요성이 도출되었다.

• 한국철도학회논문집
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• 제14권3호
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• pp.240-247
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• 2011

본 연구에서는 콘크리트 궤도 침목 내에 설치되는 인서트에 예기치 못하게 침투된 수분의 결빙압이 앵커볼트의 인발강도에 미치는 영향을 유한요소해석을 통해 고찰하였다. 3차원 유한요소해석모델은 콘크리트 침목의 현장실험 결과, 도면 및 레일체결장치의 제원 실측치를 기반으로 수립되었으며, 비선형구성방정식과 파괴 모델은 측정된 압축강도로부터 CEB-FIP 1990 모델코드를 이용하여 추정하였다. 해석모델의 적정성은 철도기술연구원에서 수행한 현장 인발시험 결과 및 실내시험 결과와의 비교를 통해 확인하였다. 다양한 인자, 즉 결빙위치, 앵커볼트 초기 체결력의 크기 및 콘크리트 압축강도에 따른 해석을 수행하였으며, 그 결과를 제시하였다. 해석결과에 의하면, 매립전내 침투수의 결빙력은 균열손상의 가장 가능성 있는 직접적인 원인 중 하나로 간주될 수 있음을 확인하였다. 또한, 외측매립전의 결빙력이 내측 매립전 보다 작은 것으로 나타났으나 그 차이는 크지 않았다.

• 대한화장품학회지
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• 제25권4호
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• pp.97-110
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• 1999

The new stick make-up product was studied by using a gel, which is a viscous complex formed with clay minerals, vitamins A and E and fluorinated liquid polymer with a 1500 molecular weight. The gel cannot be obtained with any random combination of clay minerals and the ingredients described above. It takes the sequential manufacturing method as follows to get this kind of gel. Firstly, clay minerals and liquid polymers have to be pre-mixed in order to saturate the liquid polymers with the clay minerals. Then the on-processed gel has to be finely crystallized. The clay minerals, which are the core elements for this gel, were used as a function of Binder & Buffer and liquid polymer was mixed together for the deterioration of the surface tension of each component and to form a functional film in the gel. This liquid polymer was combined with clay minerals because it is not miscible with most oils and solvents. Waxes have a function of keeping a solid status in the stick. We reduced the usage of waxes by putting clay minerals as buffer in the proportion of 0.5:1 with oil phase. Ceramide takes care of the skin when used regularly and maintains the skin's moisture. Vitamins A and E contribute to preventing skin aging by the activation of skin cells. We could get the stable viscous gel, which has about 80% oil phase using clay minerals and liquid polymer. The crystalline structures of gel were surface-chemically-analyzed using SEM and Image Analyzer and were thermodynamically analyzed using DSC. Surface tension test and softness were done by Rheometer. In the end, these characteristics were verified by consumer panel tests in Seoul, Daegeon and Pusan in Korea and Hokkaido, Osaka and Miyazaki in Japan with correlation to the climate.

• 한국환경농학회지
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• 제33권2호
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• pp.69-77
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• 2014

BACKGROUND: The purpose of this study was to investigate the effects of clothianidin on the soil in terms of clothianidin dissipation and degradation to evaluate its safety in order to provide an analytical foundation for clothianidin and the 5 metabolites related to it. METHODS AND RESULTS: High-performance liquid chromatography(HPLC) was used to separate clothianidin and its metabolites in this study. In soil, after suppressing dissociation-proned ions with weak alkalic $NH_4OH$ and extracting the metabolites with methanol, clothianidin, Methylaminoimidazole(MAI), Methylnitroguanidine(MNG), Thiazolylmethylurea(TZMU) and Thiazolylnitroguanidine(TZNG). Thiazolylmethylguanidine(TMG) were extracted with the addition of neutral $NH_4OAC$ to increasing the intensity of ions. Compounding elements were separated by using Hydrometrix ($ChemElut^{TM}$) and ion-exchanging Solid-phase extraction(SPE) Strong cation-exchanger(SCX) and C18 were used. The recovery rates of clothianidin and 5 metabolites in soil and water ranged from 87.4% to 104.3%. A standard deviation of our analysis for the soil and water samples were less than 5%. CONCLUSION: Well accepted detection limits for clothianidin and 5 metabolites in soil samples based on a dissipation analysis is 0.005 mg/kg and 0.001 mg/L in water samples. The dissipation concentration of this study was decided to be enough to evaluate the dissipation levels of clothianidin and its metabolites.

• 한국가구학회지
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• 제25권2호
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• pp.79-86
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• 2014

Furniture can be a product of design and is considered a form of a decorative art. Architectural works are often perceived as cultural symbols and as works of art. Korean traditional architectural form and wooden furniture were improved by adding up an organic coordination in the interior space. Furniture adds beauty of life by being coordinated with the interior space with its particular characteristic in the form of architectural structure. Architecture and furniture are also being improved in a more natural and diverse way. Therefore, in this research, from the choice of the location, Korean traditional architecture is considered to be coordinated with the nature, and the technical skill is lessened to express its beauty. There is a presence of elegance yet robust combination of simplicity and beauty. In addition, the traditional architecture and wooden furniture are completely expressed structurally with coordination of the outstanding design and solid structure according to the thrifty living in the Confucian ideas which influenced the Korean traditional society. The representative of Korean traditional architecture, Baeheulrim pillar, has worked as motive because of its visual comfort caused by optical illusion and formative elements. The small portable dining table (Soban) which reflects the characteristic of Korean unique tradition and the sensitivity of Koreans has been reinterpreted through the motive in this research. As a result, it has shown the possibility as the design element to change the aesthetic structure. In the modern society, cultural identity plays a vital role. Therefore, this research can be used as reference for the new concept of furniture - making. It could be a combination of modern people, lifestyle and living space by creating the Korean image suitable for the modern society.

• Advances in concrete construction
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• 제8권4호
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• pp.269-276
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• 2019

The cracking and spalling caused by fracture of concrete lining have adverse impacts on serviceability and durability of the tunnel, and the subsequent maintenance work for damaged structure needs to be specific to the damaging causes. In this paper, a particular case study of an operational tunnel structure is presented for the serious cracking and spalling behaviours of concrete lining, focusing on the multi-factors inducing lining failure. An integrated field investigation is implemented to characterize the spatial distribution of damages and detailed site situations. According to results of nondestructive inspection, insufficient lining thickness and cavity behind lining are the coupled-inducement of lining failure bahaviors. To further understanding of the lining structure performance influenced by these multiple construction deficiencies, a reliable numerical simulation based on extended finite element method (XFEM) is performed by using the finite element software. The numerical model with 112 m longitudinal calculation, 100 m vertical calculation and 43 m vertical depth, and the concrete lining with 1450 solid elements are set enrichment shape function for the aim of simulating cracking behavior. The numerical simulation responses are essentially in accordance with the actual lining damaging forms, especially including a complete evolutionary process of lining spalling. This work demonstrates that the serious lining damaging behaviors are directly caused by a combination of insufficient thickness lining and cavity around the surrounding rocks. Ultimately, specific maintenance work is design based on the construction deficiencies, and that is confirmed as an efficient, time-saving and safe maintenance method in the operational railway tunnel.

• 복식
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• 제32권
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• pp.117-130
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• 1997

The purpose of this study were to identify the design elements and the changing flow of advertisement from 1970's to 1990's by using content analysis of men's magazines. Finding were as followed; First through the analysis of men's wear advertisement in magazine it was found that the closer to 1990's the more various men's wear styles and backgrounds were advertized. These were more image oriented than product oriented. Since 1980 the advertisement about the licenced and the imported brands have been increased and the serial advertisement has shown more fre-quently than the 1-page advertisement since 1990's ; Second two piece suit was dominated in men's wear during 1970's and 1980's From 1990's this style was decresed in stead combi suit was increased. In 1970's the X silhouette was infashion and the y and the X silhouette was in fashion and the y and X sillhouette were increased during 1980's . The H silhouette was dominated in 1990's The brighter and the more various colors appeared in 1990's than in 1970's. The brighter and the more various colors appeared in 1990's than in 1970's The solid pattern was the main flow in men's wear however the stripes and the the check patterns were added in 1990's Third single breasted jacket style with two buttons and tailored collar was in fashion during 1970's . The length of the v-zone was shorter than half at this time however it was lengthened in 1980's . Also the the length of the jacket was lengthened. In 1990's the double breasted jacket style and two buttons were increased. The length of the v-zone and jacket were also lengthened.

• 한국지역지리학회지
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• 제7권4호
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• pp.81-92
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• 2001

근대 지리학 방법론 논쟁에서 가장 주요한 쟁점은 지역 지리학의 학문적 성격에 대한 논란이었다. 그러나 대부분의 논의는 지역 연구의 절차를 제시하기보다는 지역 지리학을 형이상학적으로 정당화하는 데 머물렀다. 본 연구에서는 이러한 견해를 비판적으로 검토하기 위하여 지역 지리학 방법론에 내재하는 전제들 가운데에서도 부분과 전체의 관계에 대한 존재론적 가정을 가장 중요한 준거로서 설정하였다. 대부분의 논의는 유기체론에 근거하여 지역을 복합적 존재로서 인식하고, 생명체와의 비유를 통해 지역의 속성을 파악해야 한다고 주장하였다. 그러나, 단위 지역이라는 전제의 한계와 더불어 단순히 요소들을 열거하는 데에 머물렀으며, 지역의 복합성을 포착하지 못하였다. 이러한 한계는 생활양식이라는 전제 위에서 출발한 데에서 오는 당연한 귀결이었다.

• International Journal of Korean Welding Society
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• 제2권2호
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• pp.26-31
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• 2002

Considering the fuel consumption of car, a light structure of aluminum alloys is desired fer car body nowadays. However, fusion welding of aluminum alloys has some problems of reduction of joint efficiency, porosity formation and hot cracking. In the present work, investigation to improve the joint performance of laser welded joint has been carried out by addition of Cu, Ni, and Zr to A6NO 1 alloy welds. Aluminum alloy plate of 2.Omm in thickness with filler metal bar was welded by twin beam Nd: YAG laser facility (total power: 5kW). The filler metals were prepared by changing the chemical compositions for adding the elements into the weld metal. Thirteen filler metal bars were prepared and pre-placed into the base metal before welding. Ar gas shielding with a flow rate of 10 1/min was used. The defocusing distance is kept at 0 mm. At travel speeds off 3 to 9 and at laser power of 5kW (front beam 2kW rear beam 3kW), full penetration welds were obtained, whereas at travel speeds of 12 to 18 m/min and same power, partial penetration was observed. The joint efficiency of laser-welded joint was improved by the addition of Cu, Ni, and Zr due to the solid solution hardening, grain refining and precipitation hardening. The type of hardening has been further considered by metallurgical examination.

• Computers and Concrete
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• 제25권1호
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• pp.67-73
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• 2020

Traditionally used analytical approach to predict the fatigue failure of reinforced concrete (RC) structure is generally conservative and has certain limitations. The nonlinear finite element method (FEM) offers less expensive solution for fatigue analysis with sufficient accuracy. However, the conventional implicit dynamic analysis is very expensive for high level computation. Whereas, an explicit dynamic analysis approach offers a computationally operative modelling to predict true responses of a structural element under periodic loading and might be perfectly matched to accomplish long life fatigue computations. Hence, this study simulates the fatigue behaviour of RC beams with finite element (FE) assemblage presenting a simplified explicit dynamic numerical solution to show computer aided fatigue behaviour of RC beam. A commercial FEM package, ABAQUS has been chosen for this complex modelling. The concrete has been modelled as a 8-node solid element providing competent compression hardening and tension stiffening. The steel reinforcements are simulated as two-node truss elements comprising elasto-plastic stress-strain behaviour. All the possible nonlinearities are duly incorporated. Time domain analysis has been adopted through an automatic Newmark-β time incremental technique. The program consists of twelve RC beams to visualize the real behaviour during fatigue process and to obtain the reliability of the study. Both the numerical and experimental results indicate a redistribution of stresses along the time and damage accumulation of beam which severely affect the serviceability and ultimate capacity of RC beam. The output of the FEM analysis demonstrates good match with the experimental consequences which affirm the efficacy of the computer aided model. The controlled fatigue damage evolution at service fatigue load limits makes the FE model an efficient tool in predicting high cycle fatigue behaviour of RC structures.