• Journal of Advanced Marine Engineering and Technology
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• 제40권7호
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• pp.635-641
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• 2016

엔진과 전기추진장치를 혼합한 하이브리드 추진 장치를 구동하기 위해서는 셀 단위로 이루어진 수십 개의 리튬계열의 배터리가 들어 있는 팩들로 접속이 된 전원을 사용한다. 따라서 많은 량의 배터리 셀의 상태를 언제든지, 엄격하게 관리할 필요가 있다. 일반적으로 배터리 관리(Battery management system, BMS)는 셀 전압, 전류 및 온도 등의 데이터를 운전 중에 받아서 상태를 컴퓨터로 모니터링 한다. 배터리의 상태를 확인하기 위한 또 다른 중요한 데이터는 배터리의 잔존수명(State of charge, SOH)을 알 수 있는 내부저항과 충전상태(State of charge, SOC)를 알 수 있는 무 부하 단자전압(Open circuit voltage, OCV)이 있다. 그러나 연속운전 중에는 내부 손실저항과 캐패시턴스의 병렬 등가회로로 인하여 내부저항의 측정이 어렵다. 또한 대부분의 에너지저장시스템에는 전압, 전류, 온도 등의 데이터를 이용하여 BMS가 수행되고 있지만, 운전 중에 예기치 않게 배터리 셀의 고장이 발생하는 경우에는 구동 전원장치의 출력전압이 변동하고, 하이브리드 자동차 또는 선박의 추진이 어려울 수가 있다. 본 논문에서는 리튬인산철 배터리 팩을 이용한 하이브리드 선박용 직류전원장치를 대상으로 배터리 셀의 돌발고장 순간에도 직류전원장치의 일정전압을 유지하면서 내부저항의 추정이 가능하고, 정상운전 중에는 OCV의 추정이 가능한 고 안전 BMS를 구현하고자 한다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2009년도 세계 도시지반공학 심포지엄
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• pp.133-144
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• 2009

Incheon Bridge, 18.4 km long sea-crossing bridge, will be opened to the traffic in October 2009 and this will be the new landmark of the gearing up north-east Asia as well as the largest & longest bridge of Korea. Incheon Bridge is the integrated set of several special featured bridges including a magnificent cable-stayed girder bridge which has a main span of 800 m width to cross the navigation channel in and out of the Port of Incheon. Incheon Bridge is making an epoch of long-span bridge designs thanks to the fully application of the AASHTO LRFD (load & resistance factor design) to both the superstructures and the substructures. A state-of-the-art of the geotechnologies which were applied to the Incheon Bridge construction project is introduced. The most Large-diameter drilled shafts were penetrated into the bedrock to support the colossal superstructures. The bearing capacity and deformational characteristics of the foundations were verified through the world's largest static pile load test. 8 full-scale pilot piles were tested in both offshore site and onshore area prior to the commencement of constructions. Compressible load beyond 30,000 tonf pressed a single 3 m diameter foundation pile by means of bi-directional loading method including the Osterberg cell techniques. Detailed site investigation to characterize the subsurface properties had been carried out. Geotextile tubes, tied sheet pile walls, and trestles were utilized to overcome the very large tidal difference between ebb and flow at the foreshore site. 44 circular-cell type dolphins surround the piers near the navigation channel to protect the bridge against the collision with aberrant vessels. Each dolphin structure consists of the flat sheet piled wall and infilled aggregates to absorb the collision impact. Geo-centrifugal tests were performed to evaluate the behavior of the dolphin in the seabed and to verify the numerical model for the design. Rip-rap embankments on the seabed are expected to prevent the scouring of the foundation. Prefabricated vertical drains, sand compaction piles, deep cement mixings, horizontal natural-fiber drains, and other subsidiary methods were used to improve the soft ground for the site of abutments, toll plazas, and access roads. Light-weight backfill using EPS blocks helps to reduce the earth pressure behind the abutment on the soft ground. Some kinds of reinforced earth like as MSE using geosynthetics were utilized for the ring wall of the abutment. Soil steel bridges made of corrugated steel plates and engineered backfills were constructed for the open-cut tunnel and the culvert. Diverse experiences of advanced designs and constructions from the Incheon Bridge project have been propagated by relevant engineers and it is strongly expected that significant achievements in geotechnical engineering through this project will contribute to the national development of the longspan bridge technologies remarkably.

• 대한수의학회지
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• 제52권4호
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• pp.231-238
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• 2012

The expression profiles of inflammatory cytokines viz. interleukins (IL)-6, IL-8, IL-12, granulocyte macrophage-colony stimulating factor, interferon-${\gamma}$ and tumor necrosis factor-${\alpha}$ in response to subclinical mastitis in indigenous cattle breed Kankrej (n = 6), Gir (Bos indicus) (n = 12) and crossbred (Bos taurus${\times}$Bos indicus) (n = 7) were investigated using quantitative real time PCR. Significant correlation (p < 0.05) was observed between total bacterial load and somatic cell count (SCC) in all three breeds of cattle. All the cytokines were observed to be up-regulated compared to cows with healthy quarters, however, level of their expression varied among three breeds of cattle. In Kankrej most cytokines were found to be transcribed to higher levels than in other two breeds; the milk had higher load of bacteria but not so high SCC, implying that Kankrej has a higher inherent resistance against mastitis. The results of present study indicated that mammary glands of crossbred cattle are more sensitive to bacterial infection than indigenous breed of cattle as they elicit immune response at lower bacterial load and result into higher SCC. Research on identification of factors responsible for differentially expressed cytokines profiles and use of cytokines as immunomodulatory tools can pave way for formulating control strategies against bovine mastitis.

• 대한치과보철학회지
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• 제30권1호
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• pp.65-72
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• 1992

The purpose of this study was to evaluate the flexure stregth of posterior 4-unit acrylic resin bridge with different pontic designs : 1) Conventional pontic 2) Hygienic pontic and 3) Modified hygienic pontic. All specimens were made of self-curing acrylic resin for provisional restorations. Self-curing acrylic resin was filled in a silicone mold by the drop-on technique ; and was polymerized in a pressure spot under 20 psi pressure. The test specimens which were simply shaped posterior 4-unit bridge were 38mm ion 4mm wide, and 35mm thick(connector : 3mm thick). Each specimen was subjected to an increasing load of Instron machine with its tip centered on the specimen at 90-degree angle, and the machine was operated with its load cell of 50kg and its crosshead speed, 2mm/minute : and then the load values at the moment of the fracture of them were recorded. This study was also performed to analyze their stress distributions by the finite element method. The obtained results were as follows : 1. Flexure strength of the hygienic pontic(9.78kg) and the modified hygienic pontic(10.17kg) was higher than that of conventional pontic(6.96kg). But no significant difference was found between the hygienci pontic and the. modified hygienic pontic. The above statistic values were appraised by ANOVA and Duncan's multiple range test 2. Stress was concentrated on the middle portion in every group : and the stress of conventional pontic was found the greatest of all pontic designs.

• 대한기계학회논문집A
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• 제38권5호
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• pp.521-526
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• 2014

본 논문에서는 초기균열을 갖고 있는 폐포형 구조, 발포알루미늄의 축방향 기계적 거동을 실험 및 유한요소해석으로 연구하였다. 재료시험에서 MTS 사의 10kN Landmarks 를 사용하여, 모드 I 형상의 15mm/min 의 하중속도로 변위를 제어하였다. 또한 유한요소해석 범용프로그램인 ABAQUS 6.10 으로 3 차원 형상의 실험과 동일한 조건으로 모델을 구성하여 해석을 수행하였다. 실험의 축방향 변위-하중 그래프와 시간에 대한 균열 길이를 기반으로 에너지 해방률을 계산하였으며, 이 값을 해석에서 파손 에너지 조건으로 사용하였다. 결과적으로 변위 값에 따른 하중 거동을 확인할 수 있었으며, 발포알루미늄이 접착제에 비해 상대적으로 큰 밀도와 탄성계수를 가지므로 발포알루미늄의 변형이 상대적으로 작다는 것을 확인할 수 있었다.

• 한국자동차공학회논문집
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• 제13권2호
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• pp.127-134
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• 2005

This paper introduces a newly developed high speed material testing apparatus for tensile tests at the strain rate up to 500/sec. The tensile properties of sheet metals are indispensable for the accurate crashworthiness analysis of auto-bodies since the local strain rate reaches to 500/sec in the car crash. An appropriate experimental method has to be developed to acquire the tensile properties at the intermediate strain rate ranged from 0.003/sec to 200/sec. Tensile tests of various different steel sheets for an auto-body were perform ed to obtain the dynamic properties with respect to the strain rate. The dimensions of specimens that can provide the reasonable results were determined by the finite element analysis. A special jig fixture of a load cell is designed to reduce the load ringing phenomenon induced by unstable stress propagation at the high strain rate. Stress-strain curves were acquired for each steel sheet from the dynamic tensile test and utilized to obtain the relationship of the stress to the strain rate.

• 정보처리학회논문지A
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• 제13A권3호
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• pp.223-230
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• 2006

MMORPG(Massively Multiplayer Online Role-Playing Game)은 대규모의 인원들이 동일한 가상공간에서 동일한 시각에 상호작용하면서 활동하는 온라인 롤플레잉 게임이다. 대부분의 경우, 서버와 대역폭 등에서 상당한 수준의 하드웨어 사양과 지원 스태프를 필요로 한다. 수많은 개발자들의 노력에도 불구하고 사용자들은 여전히 플레이어의 과밀, 랙, 그리고 부족한 지원 등에 대해 불만을 가지는 경우가 많다. 본 논문에서는 MMORPG에서의 부하 분산을 위한 동적 지역 분할 방법을 제안한다. Field, sector group, sector, cell 등으로 구성되는 가상 영역 정보를 가진 VML(Virtual Map Layer)를 이용하여 지역을 분할함으로써 부하 분산을 시도한다. 실험 결과, 제안된 기법이 $23^{\sim}67%$ 정도의 부하를 줄이는 효과를 가져왔다. 맵 데이터, 자원의 상태, 그리고 사용자들의 행동 패턴의 변화 등에 대해서는 VML에 대한 간단한 수정으로 유연하게 적응할 수 있다.

• Structural Engineering and Mechanics
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• 제60권6호
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• pp.939-952
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• 2016

A compression to tensile load transforming (CTT) device was developed to determine indirect tensile strength of concrete material. Before CTT test, Particle flow code was used for the determination of the standard dimension of physical samples. Four numerical models with different dimensions were made and were subjected to tensile loading. The geometry of the model with ideal failure pattern was selected for physical sample preparation. A concrete slab with dimensions of $15{\times}19{\times}6cm$ and a hole at its center was prepared and subjected to tensile loading using this special loading device. The ratio of hole diameter to sample width was 0.5. The samples were made from a mixture of water, fine sand and cement with a ratio of 1-0.5-1, respectively. A 30-ton hydraulic jack with a load cell applied compressive loading to CTT with the compressive pressure rate of 0.02 MPa per second. The compressive loading was converted to tensile stress on the sample because of the overall test design. A numerical modeling was also done to analyze the effect of the hole diameter on stress concentrations of the hole side along its horizontal axis to provide a suitable criterion for determining the real tensile strength of concrete. Concurrent with indirect tensile test, the Brazilian test was performed to compare the results from two methods and also to perform numerical calibration. The numerical modeling shows that the models have tensile failure in the sides of the hole along the horizontal axis before any failure under shear loading. Also the stress concentration at the edge of the hole was 1.4 times more than the applied stress registered by the machine. Experimental Results showed that, the indirect tensile strength was clearly lower than the Brazilian test strength.

• 한국물환경학회지
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• 제34권6호
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• pp.569-578
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• 2018

To minimize the negative alterations in hydrologic and water quality environment in urban areas due to urbanization, Low Impact Development (LID) techniques are actively applied. In Korea, LID facilities are classified as Non-point Pollution Reduction Facilities (NPRFs), and therefore they are evaluated using the performance evaluation method for NPRFs. However, while LID facilities are generally installed in small, distributed configuration and mainly work with the infiltration process, the existing NPRFs are installed on a large scale and mainly work with the reservoir process. Therefore, some limitations are expected in assessing both facilities using the same method as they differ in properties. To solve these problems, in this study, a new method for performance evaluation was proposed with focus on bio-retention LID facilities. EPA SWMM was used to reproduce the hydrologic and water quality phenomena in study area, and SWMM-LID module used to simulate TP interception performance by installing a bio-retention cell under various conditions through long-term simulations. Finally, an empirical formula for Load Capture Ratio (LCR) was derived based on storm water interception ratio in the same form as the existing method. Using the existing formula in estimating the LCR is likely to overestimate the performance of interception for non-point pollutants in the extremely low design capacity, and also underestimate it in the moderate and high design capacity.

• 한국지반공학회논문집
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• 제23권4호
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• pp.169-183
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• 2007

쇄석다짐말뚝으로 보강된 연약지반 상 기초지반의 침하특성과 하중분담효과를 구명하기 위하여 말뚝과 지반의 경계면 조건, 치환율, 형상비 및 상재하중 등을 고려하여 말뚝의 입력물성치 산정을 위한 현장재하시험과 수치해석을 수행하였고 본 연구의 해석결과와 비교, 검증하기 위하여 현장원형(prototype)시험을 진행 중에 있다. 아울러 기존의 SCP에 대한 탄성 하중전이 이론을 보정하여 수정식을 제안하였다. 해석결과 연성기초에 설치된 쇄석다짐말뚝의 경우 강성기초와는 다르게 경계면 조건에 따라 크게 영향을 받으며 침하특성은 자유변형률(free strain)로 인하여 말뚝은 감소하고 주변지반은 증가하는 경향을 보였으며 응력집중비는 말뚝 하부로 내려감에 따라 증가하였다. 또한 치환율과 형상비 증가에 따라 최대 응력집중비가 증가하나 어느 한계 이상에서는 수렴되었고 고치환율과 긴 말뚝에서는 상재하중 증가에 따른 영향을 크게 받는 것으로 나타났다.