• 한국인터넷방송통신학회논문지
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• 제14권3호
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• pp.171-176
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• 2014

종방향 모드 전송선로 이론을 이용하여 이중 샌드위치 Rib-형 도파로에 기초한 초소형 편광 무의존성 방향성 결합기 (PIDC)의 편광특성을 자세하게 탐구하였다. 제안한 초소형 방향성 결합기의 편광 무의존성 조건을 얻기 위하여 샌드위치 rib형 도파로의 굴절률과 두께에 때라 변하는 quasi-TE 모드와 quasi-TM 모드의 결합길이와 결합효율을 분석하였다. 수치해석 결과, 수백 마이크로미터 크기의 초소형 편광 무의존성 방향성 결합기는 이중 샌드위치 층의 구조적, 물질적 변수들을 잘 선택함으로써 구현할 수 있음을 보였다. 또한, 이중 샌드위치 rib형 도파로에 분포하는 기본 모드의 프로필이 방향성 결합기의 성능에 어떤 영향을 미치는지에 대하여 조사하였다.

• 대한전자공학회논문지SD
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• 제37권6호
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• pp.1-8
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• 2000

본 논문에서는 플래시 메모리의 비트라인 공유에 따른 간섭현상을 최소화한 센스 엠프를 제시하였다. 외부소자에서 내부 플래시 메모리를 읽고자 하였을 때 발생할 수 있는 간섭현상은 공유된 비트라인으로 인하여 출력에서 에러가 발생할 수 있다. 주된 원인으로는 칩의 소형화에 따른 얇은 부유 게이트 옥사이드층의 사용에 따른 전하의 이동에 따라 발생한다. 본 논문에서는 전하의 이동을 최소화 하기 위해서는 공유된 비트라인에 인가되는 전압을 낮추었으며, 낮은 비트라인 전압으로도 플래시 셀의 데이터의 값을 판정할 수 있는 센스 앰프를 설계, 구현, 검증하였다.

• 한국강구조학회 논문집
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• 제14권1호
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• pp.121-130
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• 2002

This paper presents the tensile behavior of a Concrete-Filled Square Steel Tubular (CFT) column to H-beam welded connections. These connections were externally reinforced with T-shaped stiffeners at the junction of CFT column and beam. The tensile loading tests of eighteen tee-joint connections and finite element analysis using ANSYS were carried out. The main parameters of tests are as follows: 1) the thickness of Square Steel Tubular Column : 6 mm, 9 mm, 2) the strength ratios of tensile strength of horizontal stiffeners to tensile strength of beam flange : 70 %, 100 %, 150 %, 3) the strength ratios of shear strength of vertical stiffeners to tensile strength of beam flange : 80 %, 115 %, 160 %. The results of the tests demonstrate that overall behavior and failure modes of all the specimens are governed mainly by the horizontal stiffeners rather than the vertical stiffeners, and the vertical stiffener played only a role in transferring load introduced from beam to column.

• Earthquakes and Structures
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• 제6권6호
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• pp.689-713
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• 2014

The seismic vulnerability of stone masonry buildings is studied on the basis of their fragility curves. In order to account for out-of-plane failure modes, normally disregarded in past studies, linear static Finite Element analysis in 3D of prototype regular buildings is performed using a nonlinear biaxial failure criterion for masonry. More than 1100 analyses are carried out, so as to cover the practical range of the most important parameters, namely the number of storeys, percentage of side length in exterior walls taken up by openings, wall thickness, plan dimensions and number of interior walls, type of floor and pier height-to-length ratio. Results are presented in the form of damage and fragility curves. The fragility curves correspond well to the damage observed in masonry buildings after strong earthquakes and are in good agreement with other fragility curves in the literature. They confirm what is already known, namely that buildings with stiff floors or higher percentage of load-bearing walls are less vulnerable, and that large openings, taller storeys, larger number of storeys, higher wall slenderness and higher ratio of clear height to horizontal length of walls increase the vulnerability, but show also by how much.

• Steel and Composite Structures
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• 제37권1호
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• pp.1-14
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• 2020

Composite beams with corrugated steel webs represent a new innovative system which has emerged in the past decade for medium span in the construction technology. The use of composite beams with corrugated steel webs results in a range of benefits, including flexible spaces and reduced foundation costs in the construction technology. The thin corrugated web affords a significant weight reduction of these beams, compared with hot-rolled or welded ones. In the current research, an optimal designed I-girder beam with corrugated web has been proposed to improve the structural performance of continuous composite girder under bending moment. The experimental program has been conducted for six simply supported composite beams with different loading conditions. The tested specimens are designed by using one of the stochastic techniques called hunting search algorithm. In the optimization process, besides the thickness of concrete slab and studs, corrugated web properties are considered as design variables. The design constraints are respectively implemented from Eurocode 3, BS-8110 and DIN 18-800 Teil-1. The last part of the study focuses on performing a numerical study on composite beams by utilizing finite element analysis and the bending behavior of steel girders with corrugated webs experimentally and numerically verified the results. A nonlinear analysis was carried out using the finite element software ANSYS on the composite beams which were modelled using the elements ten-node high order quadrilateral type.

• 대한토목학회논문집
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• 제12권4_1호
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• pp.23-32
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• 1992

본 연구의 목적은 지진에 의한 강구조 부재의 소성피로손상 및 파괴에 크게 영향을 미치는 중요한 인자를 추출하여 그들간의 정량적 관계를 규명하는 것이다. 이를 위해, 앵글 강부재에 대하여 5~30 사이클 정도의 극저사이클 피로파괴실험을 실시하였다. 실험은 축방향 상대변위에 의해 제어된 반복 하중하에서 행하였으며, 앵글 시험체는 재하초기에 비탄성 전체좌굴 또는 국부좌굴이 발생하였다. 실험결과, 극저사이클 피로파괴하에서 강부재의 에너지 흡수능력은 재하이력과 파괴모우드에 따라 크게 변한다는 것을 알 수 있었고, 균열발생부에서 잔류 국소변형률의 최대치는 재하패턴 변형모우드 폭두께비에 관계없이 25~40% 정도였다.

• 한국재료학회지
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• 제17권11호
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• pp.580-586
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• 2007

To enhance the reliability of a newly designed reciprocating compressor applied in a domestic compressor, accelerated life tests were developed using new definitions of the sample size and the $B_1$ life index. In $1^{st}$ accelerated life testing, the compressor was locked due to the fracture of the suction reed valve. The failure modes and mechanisms of the suction reed valve in the accelerated tests were found to be similar to that of the failed product in the field. The root cause of the failure was the overlap between the suction reed valve and the valve plate in the suction port. The missing parameters in the design phase were modified by expanding the trespan size, introducing tumbling process, changing the material and thickness for the valve, introducing a ball peening and brushing process for the valve plate. In $2^{nd}$ accelerated life testing, the compressor was locked due to the interference between the crank shaft and thrust washer. The corrective plan was to heat treat the crank shaft. The $B_1$ life of the compressor improved from 1.5 to 12.9 years.

• Tribology and Lubricants
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• 제18권1호
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• pp.1-8
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• 2002

Nano adhesion and friction between a $Si_{3}N_{4}$ AFM(atomic force microscope) tip and thin silver films were experimentally studied. Tests were performed to measure the nano adhesion and friction in both AFM and LFM(lateral force microscope) modes in various range of normal loads. Thin silver films deposited by IBAD (ion beam assisted deposition) on Si-wafer (100) and other Si-wafers of different surface roughness were used. Results showed that nano adhesion and friction decreased with the surface roughness. When the Si surfaces were coated by pure silver, the adhesion and friction decreased. But the adhesion and friction were not affected by the thickness of IBAD silver coating. As the normal force increased, the adhesion forces of bare Si-wafer and IBAD silver coating film remained constant, but the friction forces increased linearly. Test results suggested that the friction was mainly governed by the adhesion as long as the load was low.

• 소성∙가공
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• 제8권5호
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• pp.507-519
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• 1999

An approach using the energy method has veen proposed for the analysis of cone spinning having the complicated deformation modes mixed by shear and normal deformation. In the proposed method, the corresponding solution is found through optimization of the total energy dissipation with respect to the parameters assumed by the velocity field defined as the variation of the length in longitudinal direction. The sheet blank is divided into three layers to consider the bending effect and the energy dissipated by shear deformation is superposed to the energy consumption due to normal deformation related with the shrinking deformation is superposed to the energy consumption due to normal deformation related with the shrinking deformation of axi-symmetric sheet element for the evaluation of total deformation energy. In order to check the validity of the proposed method, the complex spinning for making the conical cup is analyzed and the computed results are compared with the experimental results. In comparison of the computed results with existing experimental results,, the good agreement is obtained for the variation of outer radius and the distribution of thickness, and it has thus been shown that the present approach is applicable to the analysis of complex spinning.

• 한국초전도ㆍ저온공학회논문지
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• 제17권1호
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• pp.14-16
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• 2015

Due to the considerable development of the technology of second generation high-temperature superconductors and a significant improvement in their mechanical and transport properties in the last few years it is possible to use HTS tapes in the magnetic levitation systems. The advantages of tapes on a metal substrate as compared with bulk YBCO material primarily in the strength, and the possibility of optimizing the convenience of manufacturing elements of levitation systems. In the present report presents the results of the magnetic levitation force measurements between the stack of HTS tapes containing $n=2{\div}200$ of tapes $12mm{\times}12mm$ and NdFeB permanent magnet in the FC and ZFC regimes. It was found a non- linear dependence of the levitation force from the height of the array of stack in both modes: linear growth at small thickness gives way to flattening and constant at large number of tapes in the stack. Established that the levitation force of stacks comparable to that of bulk samples. The numerical calculations using finite element method showed that without the screening of the applied field the levitation force of the bulk superconductor and the layered superconductor stack with a critical current of tapes increased by the filling factor is exactly the same, and taking into account the screening force slightly different.