• Composites Research
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• 제24권3호
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• pp.31-38
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• 2011

본 연구에서는 우주 파편들과의 초고속 충돌로부터 우주 구조물을 보호하기 위한 새로운 하이브리드 복합재료 쉴드가 제안되었다. 제안된 쉴드의 유한요소 모델을 구성하고, 에너지 흡수율을 예측하기 위해서 유한 요소 해석을 수행하였다. 최종모델의 해석에 앞서 각 구성 요소인 알루미늄 판, PMMA 판 그리고 중간층인 직물 섬유의 해석이 먼저 수행되었으며, 각 요소의 유한요소 모델의 타당성이 검증되었다. 해석에 사용된 재료 물성은 고 변형률 속도에서의 재료 물성들을 예측하여 사용하였으며, 해석 결과 개별 요소의 에너지 흡수율이 직물섬유를 제외하고는 잘 맞음을 확인하였다. 이후 하이브리드 복합재료 쉴드의 유한 요소 모델을 구성하였고, 직물섬유의 구속 조건을 고정과 비 구속의 두 가지로 나누어 해석을 수행하여 비교하였다. 이를 통해서 비구속 삽입된 섬유를 이용한 하이브리드 쉴드가 섬유 풀아웃 현상이 잘 구현되었고, 이로 인해 에너지 흡수율이 향상 될 수 있음을 최종 확인하였다.

• 한국자동차공학회논문집
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• 제23권3호
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• pp.292-298
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• 2015

A wiper is a safety device removing rain and debris from windshield and ensuring visibility of drivers. If contact pressure distribution between rubber of the blade and the windshield is unbalanced, unwanted noise, vibration, and abrasion of the blade can occur and sometimes fatal accidents could occur. To improve the safety of the wiper, there have been many researches on the contact pressure analysis of the wiper, but the analysis results were not converged or require much computational time due to material nonlinearity of the rubber and contact conditions between the blade rubber and the windshield. In this research, a simple model with 1D beam and 2D shell elements was used for the contact pressure analysis instead of the 3D blade model. The simplified model saved computational time of the analysis and resolved convergence problems. The accuracy of the analysis results was verified by comparing them with experimental results for different rail spring curvatures.

• 광물과 암석
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• 제35권1호
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• pp.13-24
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• 2022

기후 변화에 민감하게 반응하는 북극해는 지구 기후 변화의 흔적을 고스란히 간직하고 있으므로, 북극해 퇴적물 연구는 지구 기후 변화를 연구하는 데 매우 중요하다. 2016년에 수행된 아라온호의 ARA07C 북극해 탐사를 통하여 동시베리아해 연변부에서 획득한 ARA07C-St02B 중력 코어를 이용하여 퇴적학적, 광물학적, 지화학적 특성을 연구하고 이를 이용하여 기원지를 추정하였다. 코어 퇴적물은 색, 입도와 빙운쇄설물의 함량에 의하여 4개의 유닛으로 구분하였는데, 갈색층을 포함하는 유닛 1과 3은 회색층으로 구성된 유닛 2와 4보다 모래와 빙운쇄설물의 함량이 다소 높다. ARA07C-St02B 코어 주변에서 연구된 ARA03B-27 코어와 비교를 통하여 이들은 MIS (Marine Isotope Stage) 1부터 4시기에 퇴적된 것으로 여겨진다. 갈색층을 포함하는 유닛들과 회색층으로 이루어진 유닛 사이에는 벌크 광물 조성, 점토광물 조성, 지화학 조성에서 차이가 난다. 벌크 광물과 점토광물 특성은 조립질 퇴적물과 세립질 퇴적물 사이에 기원지가 다를 수 있음을 시사한다. 조립질 퇴적물은 대부분 랍테프해와 동시베리아해로부터 동시베리아 연안류나 추크치해로부터 보퍼트 환류를 따라 운반된 것으로 여겨지지만, 세립질 퇴적물은 대부분 동시베리아해, 추크치해, 보퍼트해로부터 해류에 의하여 운반된 것으로 추정된다. 유닛 1의 일부 조립질 퇴적물과 유닛 3의 세립질 퇴적물은 보퍼트해와 캐나다 북극 군도로부터 해류, 빙산 또는 해빙에 의하여 연구 지역에 퇴적된 것으로 판단된다. 잠재적인 근원지의 지화학 조성에 관한 자료를 획득하게 되면, 연구 지역의 코어 퇴적물의 기원지와 공급 방법에 대하여 좀 더 자세하게 규명될 수 있을 것으로 판단된다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2009년도 세계 도시지반공학 심포지엄
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• pp.736-744
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• 2009

The abrupt failure of slope caused by a concentrated rainfall would be a disaster in this country. Specially, the soil slope may be collapsed by the rainfall seepage, however, there is not much information for the mechanism of slope failure during rainfall. As analyzing the stability of slope by rainfall, the conventional method is to put the ground-water level on the surface of slope. However, it may provide the over-reinforcement for the slope stability. Futhermore, although over-reinforcement for the slope was fulfilled, the possibility of potential slope failure still exists. In this study, the slope stability by the conventional design method and the causes of unstable slope during rainfall were investigated. To analyze the slope stability by rainfall, the computer program SEEP/W for the analysis of seepage was used. As changing the intensity and duration of rainfall in SEEP/W, the analysis were performed. After completion of analysis, the porewater pressure data from SEEP/W was applied to SLOPE/W. As a results of this analysis, it is not reasonable that the groundwater level is going up to the surface of slope during rainfall. Therefore, the conventional reinforcement for the slope stability is not obvious to satisfy the criterion safety factor during rainfall. The reasonable counterplan is to install drainage hole on the surface of slope in order to prevent erosion and debris flow.

• 한국농공학회논문집
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• 제58권3호
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• pp.57-69
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• 2016

In this study, we analyzed the extreme rainfall distribution scenarios based on probable rainfall calculation and applying various time distribution models over the landslide high risk zones in urban areas. We used observed rainfall data form total 71 ASOS (Automated Synoptic Observing System) station and AWS (Automatic Weather Station) in KMA (Korea Meteorological Administration), and we analyzed the linear trends for 1-hr and 24-hr annual maximum rainfall series using simple linear regression method, which are identified their increasing trends with slopes of 0.035 and 0.660 during 1961-2014, respectively. The Gumbel distribution was applied to obtain the return period and probability precipitation for each duration. The IDF (Intensity-Duration-Frequency) curves for landslide high risk zones were derived by applying integrated probability precipitation intensity equation. Results from IDF analysis indicate that the probability precipitation varies from 31.4~38.3 % for 1 hr duration, and 33.0~47.9 % for 24 hr duration. It also showed different results for each area. The $Huff-4^{th}$ Quartile method as well as Mononobe distribution were selected as the rainfall distribution scenarios of landslide high risk zones. The results of this study can be used to provide boundary conditions for slope collapse analysis, to analyze sediment disaster risk, and to use as input data for risk prediction of debris flow.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2009년도 학술발표회 초록집
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• pp.752-757
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• 2009

In the last decade, many methods such as greet chamber, reservoir, or debris barrier, have been utilized to manage and prevent muddy water problem. The Vegetative Filter Strip (VFS) has been thought to be one of the most effective methods to trap sediment effectively. The VFS are usually installed at the edge of agricultural areas adjacent to stream or drainage ditches, and it has been shown that the VFS effectively removes pollutants transported with upland runoff. But, if the VFS is installed without any scientific analysis of rainfall-runoff characteristics, soil erosion, and sediment analysis, it may not reduce the sediment as much as expected. Although Soil and Water Assessment Tool (SWAT) model has been used worldwide for many hydrologic and Non-Point Source Pollution (NPSP) analysis at a watershed scale. but it has many limitations in simulating the VFS. Because it considers only 'filter strip width' when the model estimates sediment trapping efficiency, and does not consider the routing of sediment with overland flow option which is expected to maximize the sediment trapping efficiency from upper agricultural subbasin to lower spatially-explicit filter strip. Therefore, the SWAT overland flow option between landuse-subbasins with sediment routing capability was enhanced with modifications in SWAT watershed configuration and SWAT engine. The enhanced SWAT can simulate the sediment trapping efficiency of the VFS in the similar way as the desktop VFSMOD-w system does. Also it now can simulate the effects of overland flow from upper subbasin to reflect the increased runoff volume at the receiving subbasin, which is what is occurring at the field if no diversion channel is installed. In this study, the enhanced SWAT model was applied to small watershed located at Jaun-ri in South Korea to simulate diversion channel and spatially-explicit VFS. It was found that approximately sediment can be reduced by 31%, 65%, 68%, with diversion channel, the VFS, and the VFS with diversion channel, respectively.

• 한국지반환경공학회 논문집
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• 제13권9호
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• pp.75-82
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• 2012

본 논문은 2006년 태풍 에위니아와 빌리스의 영향으로 강원 영서지역에서 발생한 집중호우에 의한 산사태 발생 원인과 특성에 대하여 분석한 결과이다. 강원 영서지역은 편마암, 화강암이 풍화된 화강풍화토가 주를 이루는 지역으로 집중호우 시 산사태 및 토석류의 피해에 취약한 것으로 나타났으며 강우특성 분석결과, 산사태 발생은 3일 이내의 누적강우량과 밀접한 관계가 있었고 지역별 발생빈도의 차이는 최대시우량의 영향으로 나타났다. 영서지역에서 발생한 산사태 860개소에 대한 자료의 분석 결과, 파괴 형태는 전이형 슬라이드로 시작되어 유동성 슬라이드로 변화되는 양상을 보였으며, 사면 경사는 $20{\sim}30^{\circ}$ 사면 길이는 11~20m 범위, 사면 폭은 6~10m 범위에서 발생빈도가 높은 것으로 나타났고, 영서지역의 산사태는 사면 폭이 좁은 소규모 형태로 편마암, 화강암 지대의 산사태 전형으로 분석되었다.

• 한국지형학회지
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• 제24권2호
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• pp.65-78
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• 2017

In this study, stable carbon isotopic analysis (22 specimens) and magnetic susceptibility analysis (23 specimens) were conducted out on the specimens collected from two points (trench DT1, DT2) in the floodplain of Jemincheon(hereinafter the Jemin plain) to reconstruct the Holocene Environments (Period I, Period II, Period III) of the Jemin plain in Gongju, Chungnam. The results were as follows: In Period I (approximately 7,480~4,940 yrs B.P.) and especially around 7,480~7,320 yrs B.P., it was cool-dry and there were two minor climate fluctuations. This period received a continuous flow of sediments, rather than massive amounts of sediments due to abrupt flooding, and therefore, there was almost no soilization process. Period II(approximately 4,940~2,600 yrs B.P.) was also relatively cool-dry. However, in Period II b, unlike I, the minor climate fluctuations were less pronounced. In this period, flooding and desiccation repeated, inducing soilization processes especially around 3,160 yrs B.P. In Stage III (~360 yrs B.P.), it was warm and humid compared to II b. However, in III a, there was no inflow of sediments due to irregular flooding, and in fact, soilization process was more manifested than during II b due to the impact of the desiccation environment. However, there were some mass movements from Bonghwang Mt. (a.s.l. 147m) caused by heavy rains and typhoon during III b (approximately 360 yrs B.P.), thus moving a large amount of debris (i.e. gravel), which resulted in sedimentation.

• 도시과학
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• 제11권2호
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• pp.19-24
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• 2022

Conventional RC beams for crossing small and medium-sized rivers do not have a cross-sectional area, so the floating debris is accumulated and disasters such as damage to bridges occur. To improve this, the PSC method was invented. However, this also had problems such as transverse curvature, increase in dead weight due to cross-sectional shape, and negative moment generated during serialization, so it was necessary to develop a new type of girder. Therefore, it was intended to propose a LIT(Leton Interaction Thrust) girder bridge that is safer and has better performance than the conventional PSC girder with improved section efficiency. Unlike existing girder bridges, the LIT girder has the feature that the change in the strands of the entire girder occurs only in the vertical direction when the first tension is applied because the tendon arrangement is symmetrical by applying the raised portion. In addition, slab continuation generates a secondary moment that is advantageous to the continuous point, effectively controlling the negative moment and preventing the corrosion of the tendon. The dimensions of the cross section were determined, and the arrangement of the strands was designed to conduct structural analysis and detailed analysis. As a result of the structural analysis, the stress of the girder showed results within the allowable compressive stress, and the deflection showed the result within the allowable deflection. showed results. In addition, a detailed analysis was performed to examine the stress distribution around the girder body and the anchorage area and the stress distribution of the embossed portion, and as a result, the stress of the girder body due to the tension force showed a stable level.

• 한국전기전자재료학회:학술대회논문집
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• 한국전기전자재료학회 2008년도 춘계학술대회 및 기술 세미나 논문집 디스플레이 광소자
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• pp.41-41
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• 2008

In general, polyimides (PIs) are used in alignment layers in liquid crystal displays (LCDs). The rubbing alignment technique has been widely used to align the LC molecules on the PI layer. Although this method is suitable for mass production of LCDs because of its simple process and high productivity, it has certain limitations. A rubbed PI surface includes debris left by the cloth, and the generation of electrostatic charges during the rubbing induces local defects, streaks, and a grating-like wavy surface due to nonuniform microgrooves that degrade the display resolution of computer displays and digital television. Additional washing and drying to remove the debris, and overwriting for multi-domain formation to improve the electro-optical characteristics such as the wide viewing angle, reduce the cost-effectiveness of the process. Therefore, an alternative to non-rubbing techniques without changing the LC alignment layer (i.e, PI) is proposed. The surface of LC alignment layers as a function of the ion beam (IE) energy was modified. Various pretilt angles were created on the IB-irradiated PI surfaces. After IB irradiation, the Ar ions did not change the morphology of the PI surface, indicating that the pretilt angle was not due to microgrooves. To verify the compositional behavior for the LC alignment, the chemical bonding states of the ill-irradiated PI surfaces were analyzed in detail by XPS. The chemical structure analysis showed that ability of LCs to align was due to the preferential orientation of the carbon network, which was caused by the breaking of C=O double bonds in the imide ring, parallel to the incident 18 direction. The potential of non-rubbing technology for fabricating display devices was further conformed by achieving the superior electro-optical characteristics, compared to rubbed PI.