• 대한의용생체공학회:의공학회지
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• 제16권1호
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• pp.43-48
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• 1995

A high speed optic scanner capable of 16 frames/sec imaging has been developed for the realization of the infrared thermal Imaging system with a single element infrared sensor. The high speed optic scanner is composed of a rotating polygon mirror for horizontal scanning, a flat mirror mounted on a galvanometer for vertical scanning, and a spherical mirror. It has been experimentally found that the optic scanner is capable of 16 framesllsec imaging with the frame matrix size of 256 x 64.

• 한국지반환경공학회 논문집
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• 제5권1호
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• pp.5-12
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• 2004

우리나라의 서 남해안 지역과 내륙의 하천 인근 지역은 상당한 범위에 걸쳐 점성토 지반이 형성되어 있다. 연약지반상의 제체는 지지지반의 지지력 부족으로 인하여 변위를 일으킨다. 장기적인 압밀은 구조체의 침하나 전단파괴를 가져올 수 있다. 따라서, 지반의 파괴와 과다변형을 억제하기 위해서 건설현장에 다양한 연직배수공법을 적용한다. 이 연구는 지반개량의 범위에 기초하여 연직배수재를 연직 및 수평방향으로 변화시켜 효율적인 개량 범위의 형태를 결정하고자 한다. 제체의 가장자리로부터 거리에 따른 강도의 변화는 제체 사면의 현장 값으로부터 해석되어진다.

• 설비공학논문집
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• 제9권3호
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• pp.312-322
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• 1997

The natural convective flow in a two-dimensional square enclosure with horizontal partitions is investigated numerically. The enclosure was composed of the lower hot and the upper cold horizontal walls and the adiabatic vertical walls, and two identical partitions were positioned perpendicularly at the mid-height of the right and left walls, respectively. The governing equations are solved by using the finite element method with Galerkin method. Calculations are made for different partition lengths, partition conductivites, and Rayleigh numbers based on the temperature difference between two horizontal walls and the enclosure height with water(Pr=4.95). An oscillatory motion of the natural convective flow is affected significantly by the variation of the gap width and Rayleigh number. When the gap width is comparatively short, the heat transfer rate is raised with the increase of the thermal conductivity of partitions. However, for sufficiently large gap widths at higher Rayleigh numbers, the average Nusselt numbers of the conductive partitions are smaller than those of the adiabatic partitions.

• 대한전자공학회논문지TC
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• 제41권5호
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• pp.77-83
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• 2004

위상 배열 안테나 기술을 이용하여 2차원적으로 빔의 방향을 조정할 수 있는 셀룰라 대역의 기지국 안테나를 개발하였다. 이 안테나는 복사 소자를 2×5로 배열하였으며, 14㏈i의 이득과 60°의 수평 빔폭, 그리고 13°의 수직 빔폭을 갖는다. 또한 수직면에서의 다운 틸팅 범위는 0°에서 12°이며, 수평면에서의 스티어링 범위는 -15° 에서 15°이다. 안테나를 필드에 설치한 후 DM 측정을 실시하여 빔 제어 성능을 확인하였다.

• Geomechanics and Engineering
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• 제34권4호
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• pp.381-396
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• 2023

The present paper evaluates seismic bearing capacity of rock masses subjected to loads of strip footings using the upper bound method. A general formula was proposed to evaluate the seismic bearing capacity considering both the horizontal and vertical accelerations of the earthquake and the effects of footing embedment depth simultaneously. Modified Hoek-Brown failure criterion was employed for the rock mass. Some comparisons were made with the available solutions and the finite element numerical models to show the accuracy of the developed upper bound formulations. The obtained results show significant improvement compared to the other available solutions. By increasing the horizontal earthquake acceleration from 0.1 to 0.3, the bearing capacity was reduced by up to 39%, while the effect of the vertical earthquake acceleration depends on its direction. An upward acceleration in the range of zero to 0.2 results in an increase in the bearing capacity by up to 24%, while the downward earthquake acceleration has an adverse effect. Also, by increasing the embedment depth of the footing from zero to 5 times the footing width, the value of seismic bearing capacity was raised about 86%. The obtained results were presented as design tables for use in practical applications.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 1991년도 추계학술발표회 논문집 지반공학에서의 컴퓨터 활용 COMPUTER UTILIZATION IN GEOTECHNICAL ENGINEERING
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• pp.255-270
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• 1991

In recent years. finite element methods have been used with increasing effectiveness in analysis of displacements and stresses within soil masses. However, one of the weakest links in the analytical representations used in these methods is the models of the material behaviour. Herein is discribed a modification to the finite element methods that allows solution problems with realistic stress-strain relation for soils. A finite element program for the precision prediction of the stress distribution within foundation has been developed using the elasto-plastic Work-Hardening model. The developed program is verified by comparing the results of this study with the tested results for Sacramento river sand. The main results obtained from the numerical examples are as follows: The vertical total stress increments are insensitive to drainage and constitutive equation of materials. The horizontal total stress increments are considerably affected by the drainage and constitutive equation of materials. The maximum shear stresses are affected by the drainage only in elasto-ptastic meterirals. The excess pore water pressures and the volumetric strains not only are considerably affected by the constitutive equation of materials. but also have almost similar distribution.

• 대한기계학회:학술대회논문집
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• 대한기계학회 2001년도 추계학술대회논문집A
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• pp.406-411
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• 2001

The expandable implant employs an inner expansion screw in order to expand several legs of implant. Compressive stresses are produced at the bone tissue surrounding the implant, and the contact area between the implant and the bone tissue is increased, which result in increased resistance to horizontal and vertical pressure loads. The stress distribution in implant is also an important factor. Three types of implant models including an existing one have been investigated by using the Finite Element Method, and an improved design model has been suggested.

• 소성∙가공
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• 제21권1호
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• pp.24-29
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• 2012

Precision control of the width of slabs is vital for product quality and production economy in steel rolling mills. However, the formation of so called 'dog-bone' at the edge of the slab would affect the final width during the horizontal rolling that follows. Therefore, it is essential to predict and control the dog-bone shape. In this paper, a model is derived by using a number of finite element simulations for edge rolling and a least square regression analysis. The prediction accuracy of the proposed model is examined by comparing the predictions from finite element simulation with experiment results in the literature.

• Geomechanics and Engineering
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• 제23권5호
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• pp.455-466
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• 2020

This paper presents analysis of the interaction between tunnel and Qanat with a particular interest for the optimization of Qanat shape using the discrete element code, PFC2D, and the results will be compared with the FEM results of PLAXIS2D. For these concerns, using software PFC2D based on Discrete Element Method (DEM), a model with dimension of 100m ^⁎ 100 m was prepared. A circular tunnel with dimension of 9 m was situated 20 m below the ground surface. Also one Qanat was situated perpendicularly above the tunnel roof. Distance between Qanat center and ground surface was 8 m. Five different shapes for Qanat were selected i.e., square, semi-circular, vertical ellipse, circular and horizontal ellipse. Confining pressure of 5 MPa was applied to the model. The vertical displacement of balls situated in ground surface was picked up to measure the ground subsidence. Also two measuring circles were situated at the tunnel roof and at the Qanat roof to check the vertical displacements. The properties of the alluvial soil of Tehran city are: γ_dry=19 (KN/㎥), E= 750 (kg/㎠), ν=0.35, c=0.3(kg/㎠), φ=34°. In order to validate the DEM results, a comparison between the numerical results (obtained in this study) and analytical and field monitoring have been done. The PFC2D results are compared with the FEM results. The results shows that when Qanat has rectangular shape, the tensile stress concentration at the Qanat corners has maximum value while it has minimum value for vertical ellipse shape. The ground subsidence for Qanat rectangular shape has maximum value while it has minimum value for ellipse shape of Qanat. The vertical displacements at the tunnel roof for Qanat rectangular shape has maximum value while it has minimum value for ellipse shape of Qanat. Historical shape of Qante approved the finding of this research.

• 한국가스학회지
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• 제21권4호
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• pp.70-75
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• 2017

본 연구에서는 차단기능형 수평식 가스밸브와 기존 수직식 가스밸브의 변형거동 안전성을 FEM으로 해석하였다. FEM 해석결과에 의하면, 차단기능형 수평식 가스밸브의 나사부와 가스방출구에 가스내압이 작용할 때 밸브몸체의 우측 끝단부에서 최대 변형량 $4.4{\mu}m$가 발생하였다. 두 번째로 큰 변형량 $2.9{\mu}m$는 안전밸브가 설치된 포트의 끝단부에 형성된 것으로 나타났다. 이렇게 작은 변형량이 발생한 것은 나사부, 가스방출구, 스템 및 스핀들 축이 장착되는 포트, 안전밸브 포트로 구성되는 수평식 가스밸브의 평형이 잘 이루어지도록 설계되었기 때문이다. 반면에 나사부와 가스방출구에 가스내압이 작용할 때, 기존 차단기능형 수직식 가스밸브의 상단부에서 최대 변형량 0.076mm가 형성된 것으로 나타났다. 가스유출구의 좌측 끝단부에서 두 번째로 큰 최대 변형량 0.055mm가 발생하였다. 이러한 변형량은 차단기능형 안전장치의 그루브에 삽입된 오링의 밀봉간극에 영향을 미칠 가능성이 높다. 따라서 본 연구에서는 LPG 용기용 가스밸브의 가스누출을 완벽하게 차단할 수 있는 메커니즘을 갖춘 차단기능형 수평식 가스밸브가 수직식 가스밸브에 비해 우수하다할 수 있다.