• 대한기계학회논문집A
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• 제26권3호
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• pp.576-585
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• 2002

A three-dimensional Lagrangian explicit time-integration finite element code for analyzing the dynamic impact phenomena was developed. It uses four node tetrahedral elements. In order to consider the effects of strain rate hardening, strain hardening and thermal softening, which are frequently observed in high-velocity deformation phenomena, Johnson-Cook model is used as constitutive model. For more accurate and robust contact force computation, the defense node contact algorithm was adopted and implemented. In order to evaluate the performance of the newly developed three-dimensional hydrocode NET3D, numerical simulations of the oblique impact of mild steel plate by mild steel sphere were carried out. Ballistic limit about various oblique angle between 0 degree and 80 degree was estimated through a series of simulations with different initial velocities of sphere. Element eroding by equivalent plastic strain was applied to mild steel spheres and targets. Ballistic limits and fracture characteristics obtained from simulation were compared with experimental results conducted by Finnegan et al. From numerical studies, the following conclusions were reached. (1) Simulations could successfully reproduce the key features observed in experiment such as tensile failure termed "disking"at normal impacts and outwards bending of partially formed plus segments termed "hinge-mode"at oblique impacts. (2) Simulation results fur 60 degrees oblique impact at 0.70 km/s and 0.91 km/s were compared with experimental results and Eulerian hydrocode CTH simulation results. The Lagrangian code NET3D is superior to Eulerian code CTH in the computational accuracy. Agreement with the experimentally obtained final deformed cross-sections of the projectile is excellent. (3) Agreement with the experimental ballistic limit data, particularly at the high-obliquity impacts, is reasonably good. (4) The simulation result is not very sensitive to eroding condition but slightly influenced by friction coefficient.

• 대한기관식도과학회지
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• 제2권1호
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• pp.82-87
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• 1996

Broncholithiasis is a relatively rare condition in which a calcified mass is found either within or eroding into the bronchus. We report two cases of broncholith of the right lung. One patient is a 41 year old male with a chief complaint of chronic cough and blood tinged sputum, and the other is a 43 year old female with intermittent substernal pain for 3 years. We confirmed the broncholiths by bronchoscopy and underwent bilobectomy and right middle lobectomy, respectively. They recovered and discharged without any complication.

• 한국항공우주학회지
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• 제38권2호
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• pp.200-205
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• 2010

고온고압, 장시간 연소조건하에서 일정한 추력을 유지하는 로켓 추진기관 개발을 위해 W/$Y_2O_3$ 노즐목 삽입재를 평가하였다. 연소시간 증가에 따른 내열성능 변화를 검토하였으며, 비삭마 소재로 범용되고 있는 CIT의 내열성능과 비교하였다. 연소시간이 증가함에 따라 삭마율은 감소하는 경향을 보였으며, W/$Y_2O_3$의 삭마율은 CIT의 약 55 %이었다. 노즐목 삽입재의 육안검사와 미세조직검사에서 연소시간의 증가로 인한 특이 현상은 발견되지 않았으며, 진공 열처리는 균열 방지에 효과가 있음을 확인하였다.

• 한국항공우주학회지
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• 제37권12호
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• pp.1245-1251
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• 2009

고온/고압, 장시간 연소조건에서 비삭마에 가까운 삭마 특성을 갖는 초소형 목삽입재 선정을 위한 연구를 수행하였다. 평가 소재로서 C/SiC, CIT, W/$Y_2O_3$를 선정하였으며, 연소시간 20초의 내열성능평가모타로 시험하였다. 시험 결과 W/$Y_2O_3$가 가장 우수하였으나, 균열이 발생하였다. 본 연구를 통하여 각 소재들의 열반응 특성 및 내열 성능을 이해할 수 있었으며, W/$Y_2O_3$의 적용가능성을 확인하였다.

• 전자공학회논문지T
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• 제36T권3호
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• pp.26-31
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• 1999

이 논문에서는 영상통신을 위한 객체 분할 알고리즘과 지식기반 얼굴 특징 검출 알고리즘을 제안한다. 이를 위해 일정한 조도 상태에서 비디오 카메라로부터 동일거리에서 256×256 크기의 그레이 스케일 256 레벨로 두장의 영상을 취득한 후 가우시안 필터를 이용하여 영상 내에 존재하는 잡음을 제거한다. 취득된 두 입력영상은 비디오가 가리키고 있는 배경영상과 배경영상 내에 사람이 포함된 경우의 영상이다. 그리고 배경 영상과 얼굴이 포함된 입력 영상의 차를 구한다. 다음으로 차영상에 대해 축소와 팽창 과정을 통해 얼굴영역 내의 잡음을 제거한 후 좌, 우에서 픽셀 값을 조사하여 마스크를 생성한다. 그리고 마스크를 얼굴이 존재하는 원 영상에 투영하여 배경에서 얼굴영역을 분할한 후 얼굴영역의 에지성분을 조사하여 눈, 코, 귀, 입을 분할한다 시뮬레이션 결과를 통하여 제안된 알고리즘의 효율성을 입증한다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 1999년도 가을 학술발표회 논문집
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• pp.271-278
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• 1999

Soil filters are commonly used to protect the soil structures from eroding and piping. When filters are clogged by fine particles which are progressively accumulated, these may lead to buildup of excessive pore pressures also leading to instability in subsurface infrastructure. A filter in the backfill of a retaining wall, a filter adjacent to the lining of a tunnel, or a filter in the bottom of an earth dam can be clogged by transported fine particles. This causes reduction in the permeability, which in turn may lead to intolerable decreases in their drainage capacity. In this thesis, the extent of this reduction is addressed using results from both experimental and theoretical investigations. In the experimental phase, the permeability reduction of a filter is monitored when an influent of constant concentration flows into the filter (uncoupled test), and when the water flow through the soil-filter system to simulate an in-situ condition (coupled test), respectively. The results of coupled and uncoupled test are compared with among others. In the theoretical phase of the investigation, a representative elemental volume of the soil filter was modeled as an ensemble of capillary tubes and the permeability reduction due to physical clogging was simulated using basic principles of flow in cylindrical tubes. In general, it was found that the permeability was reduced by at least one order of magnitude, and that the results from the uncoupled test and theoretical investigations were in good agreement. It is observed that the amount of deposited particles of the coupled test matches fairly well with that of the uncoupled test, which indicates that the prediction of permeability reduction is possible by preforming the uncoupled test instead of the coupled test, and/or by utilizing the theoretical model.