• 한국전자파학회지:전자파기술
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• 제2권1호
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• pp.46-54
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• 1991

排列 素子간의 급전 位相差에 의하여 放射 빔의 방향을 조정할 수 있고 指向性과 利得을 높일 수 있는 마이크 로스트립 슬로트 素子가 圓形으로 排列된 位相 排列 안테나 시스템을 提案 設計하였다. 排列된 슬로트의 수와 圓의 반경을 변화시켜 요구되는 指向性과 利得을 얻을 수 있으나, 본 연구에서는 4개의 마이크로스트립 슬로트를 원주의 接線방향으로 排列시키고 바렉터 다이오드릎 사용한 아나로그 移相器로 안테 나 소자에 급전시켜 40。까지 放射 빔을 조정시킬 수 있는 位相排列 안테나시스템을 분산과 불연속 특성을 고려 하여 10 GHz에서 마이크로스트립 선로로 製作하였다. 측정 결과는 이론과 잘 일치하였으며, 64개의 마이크로스트립 디스크 패치를 短形排列시킨 경우(1)와 비교하였을 때 배열 소자의 수를 고려한 안테나의 性能이 전반적으로 향상되었음을 알 수 있었다.

• 한국광학회지
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• 제10권1호
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• pp.40-46
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• 1999

2차원 광속전파법을 써서 3차원 구조를 갖는 광도파로 소자를 보다 빠르고 정확하게 해석할 수 있게 하는 새로운 수정된 유효굴절률법을 제시한다. 이 방법은 계산시간이 너무 많이 요구되는 현실적으로는 사용하기가 어려운 3차원 광속전파법 대신에 직사각형, ?덕, 또는 이와 유사한 형태의 광화로소자를 짧은 시간안에 정확히 해석할 수 있다. 실례로 직사각형 단면의 도파로로 리루어진 방향성 결합기에 이 방법을 적용하여 3차원 광도파로를 2차원으로 근사하는데 따른 계산 오차를 기존의 유효굴절률법보다 크게 줄링수 있음을 보였다.

• 한국정밀공학회지
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• 제32권4호
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• pp.387-394
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• 2015

We analyze heat generation as well as temperature distribution induced by accelerated electron impact on a target in a closed x-ray tube. For the sake of accuracy, we use Monte carlo analysis. This method gives accurate energy deposit in a medium with additional information such as secondary and backscattered electron as well as their paths. A Tungsten coated layer is divided by small rectangular cell which accumulate energy loss of primary electron beam. The cells and their accumulated energy datum are used for the input of finite element analysis. The Maximum temperature rising and temperature distribution were analyzed by transient heat analysis. Some temperature parameters such as target size and coating thickness were varied to investigate temperature sensitivity. Temperatures were compared each other to find primary variable that affect temperature rising on the x-ray target. The results will be helpful in development highresolution x-ray tube and related industries.

• International Journal of Concrete Structures and Materials
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• 제5권2호
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• pp.77-85
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• 2011

The use of headed bars as opposed to standard 90- or 180-degree hooked bars in beam ends, beam-column joints or other steel congested areas for anchorage and bond has become more favorable due to the fact that steel congestion is often created by large bend diameters or crossties. This research mainly focuses on evaluating the code provisions regarding the use of headed bars. Nine simply supported rectangular concrete beams with headed longitudinal reinforcement were tested under a four-point monotonic loading system. The design clear spacing, which varies from 1.5 to 4.25 times the bar diameter, was the only parameter for the experimental investigation. The test results showed that the closely-spaced headed bars were capable of developing to full yield strength without any severe brittle concrete breakout cone or pullout failure. Bond along the bar was not sufficient due to the early loss of concrete integrity. However, the headed bars were effective for anchorage with no excessive moment capacity reduction. This implies that the clear spacing of about 2 times the bar diameter for headed bars may be reasonable to ensure the development of specified yield strength of headed bars and corresponding member design strength.

• Structural Engineering and Mechanics
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• 제47권3호
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• pp.443-454
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• 2013

A leaf spring, especially the longitudinal type is liable and persistent element in automotive suspension system. In the present scenario the composite materials are widely used in the automobile industries has shown a great interest in the replacement of steel spring due to high strength by weight ratio. Previous investigations focused on stresses and displacement analysis of single leaf spring for different materials. The present work aims to design and analysis of leaf spring for two different cases by considering the Young's modulus to yield strength ratio. In the first case the analysis deals with the design and analysis of a single cantilever solid triangle beam which is an equivalent beam of a spring with three leaves having uniform strength. In the second case a 3-beams of rectangular cross section has been considered which is equivalent to a spring with three leaves. The analysis was carried out based on contact mechanics approach. The results were compared, that the fiberglass composite leaf spring is suitable for high loading capacity, reliability and efficiency.

• Structural Engineering and Mechanics
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• 제67권4호
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• pp.391-401
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• 2018

Locally available Stainless Steel Wire Mesh (SSWM) bonded on a concrete surface with an epoxy resin is explored as an alternative method for the torsional strengthening of Reinforced Concrete (RC) beam in the present study. An experiment is conducted to understand the behavior of RC beams strengthened with a different configuration of SSWM wrapping subjected to pure torsion. The experimental investigation comprises of testing fourteen RC beams with cross section of $150mm{\times}150mm$ and length 1300 mm. The beams are reinforced with 4-10 mm diameter longitudinal bars and 2 leg-8 mm diameter stirrups at 150 mm c/c. Two beams without SSWM strengthening are used as control specimens and twelve beams are externally strengthened by six different SSWM wrapping configurations. The torsional moment and twist at first crack and at an ultimate stage as well as torque-twist behavior of SSWM strengthened specimens are compared with control specimens. Also the failure modes of the beams are observed. The rectangular beams strengthened with corner and diagonal strip wrapping configuration exhibited better enhancement in torsional capacity compared to other wrapping configurations. The numerical simulation of SSWM strengthened RC beam under pure torsion is carried out using finite element based software ABAQUS. Results of nonlinear finite element analysis are found in good agreement with experimental results.

• 대한방사선기술학회지:방사선기술과학
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• 제8권2호
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• pp.71-72
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• 1985

This study was performed on the dose distribution of various field size and the effect of penumbra shield in the telecobalt unit. The results obtained are as follows. 1. Errors of the light and ${\gamma}-ray$ field size was below the regulation as 0.52 percentage. 2. The coefficient of field area was increased with the larger field area, and this coefficient was showed the more difference in larger SSD. 3. The rectangular field areas, which were described by level of the same percentage depth does, were decreased with the more elongation factor. At the same elongation factor, the compensating factor was decreased with the larger field size. 4. The lead block or extension collimator was able to shield r-ray exposure of outside field size from 50 to 80 percentage. 5. On the matching adjacent fields, while the gap between beam edges are contacted, that overlapped beam edges indicated up to 140 percentage, and while the gap was 1 cm, it could be reduced to 90 Percentage. The lead-libocking on the overlapped area was more effective to lower dose, as 80 percentage in this case. 6. Percentage depth dose of various trimming field sizes were increased linearlly according to area 1 perimeter size, but the center split field size did not maintain linearlly.

• 복합신소재구조학회 논문집
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• 제3권4호
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• pp.27-37
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• 2012

The construction of a moment connection for a rectangular hollow section (RHS) column and a H-shaped beam is difficult because the RHS is a closed section. When a inner diaphragm is used for such a connection, in general, it is installed after cutting the HSS columns, which results in increased construction work. This paper suggests a new fabrication method to overcome such problems: An inner diaphragm is welded to inside a C-shaped section first, and then a column is fabricated by welding two C-shaped sections. This fabrication method is superior to a classic method in terms of constructibility. An experimental and a numerical study using Ansys 9.0 were performed in order to compare the strength of connections with respect to the presence of concrete, the corner shape of diaphragm, and the axis of loading. The experimental results including initial stiffness and ultimate loads are reported and the analytical results including load transfer mechanism, degree of stress concentration, and strain distribution are also reported.

• 한국소음진동공학회논문집
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• 제25권7호
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• pp.510-517
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• 2015

The free vibration and stability analysis of a spinning composite shaft modelled as a thin-walled closed beam is performed for several design parameters, such as ply angle, aspect ratio, and spin speed. The governing equations of spinning shafts based on the Timoshenko beam theory are derived via Hamilton's variational principle. Coriolis acceleration and anisotropy of constituent materials are incorporated in the derivation. The equations of motion are then transformed to the standard form of an eigenvalue problem for free vibration and stability analysis. Analytical results both for uniform circular cylindrical shaft and rectangular cross-section shaft are obtained by using extended Galerkin method, and the results are compared with those from FEM ANSYS analysis for a verification.

• 한국통신학회논문지
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• 제16권11호
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• pp.1063-1070
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• 1991

마이크로스트립 어레이 안테나를 Tchebyscheff 다항식을 이용하여 구형 마이크로스트립 패치크기에 의존하도록 상대적 전류 분포를 1:2:2:1, 그리고 1:1:2:2:1:1 되게 설계하여 첨예한 빔 패턴을 얻었으며 주부엽의 차가 21.97dB, 29.54dB의 이론치를 얻을 수 있었다. 설계된 마이크로스트립 패치 어레이 안테나는 반사 손실, 공진 주파수, V.S..W.R. 방사 패턴,벤드폭, 빔폭등의 여러 특성을 측정하였고, 이론치와 서로 일치함을 확인하였다. 또한 빔 스케닝을 위해 상대적 전류 분포에 따른 패치 어레이 안테나의 위상 변환 과정을 제시하였다.