• 제목/요약/키워드: hybrid section

검색결과 247건 처리시간 0.029초

단일 모드 광섬유와 다중 모드 광섬유 혼합 라인으로 구성된 FTTx 시스템의 전송 성능 평가 (Transmission Performance Evaluation of Hybrid Lines Composed of SMF and MMP for FTTx Systems)

  • 박승현;김경헌;이일항
    • 한국통신학회논문지
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    • 제30권7A호
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    • pp.535-541
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    • 2005
  • 본 논문은 채널을 파장별로 할당하는 방식인 WDM-PON을 각각의 채널당 단일광원을 사용하는 방식을 이용하여 기가비트 전송이 가능한 GPON 표준에 맞춰 단일 모드 광섬유와 다중 모드 광섬유로 혼합 구성된 망을 제안하고, 제안된 시스템의 전송 특성을 실험을 통해 고찰하였다. 본 시스템은 고속의 하향전송을 위해 직접변조가 가능한 DFB-LD를 사용하였고, 상향전송을 위해서는 저가의 ONU구성을 위해 SFP 타입의 Transceiver모듈을 사용하였다. 광 선로구간에서의 파장다중화를 위해서 채널 결합 및 분기기능을 갖는 MUX/DEMUX를 이용하였으며, SMF로 이루어진 WDM-PON망의 ONU단에 추가로 1km이내의 MMF를 연결시켜 두 라인을 혼합시킨 시스템을 구성하였다. 시스템의 타당성을 입증하기 위해 ITU-T G.984.2에서 권고하는 하향 2.5 Gbit/s, 1.25 Gbit/s, 상향 1.25 Gbit/s, 622 Mbit/s 속도의 전송실험을 하였으며, 표준안을 근거로 비교분석하여 상$\cdot$하향 전송에서 적합성과 여유도를 확인하였다.

SAC 305솔더와 ENIG 기판의 접합강도에 미치는 저주파 수소라디칼처리의 영향 (Improvement of Solder Joint Strength in SAC 305 Solder Ball to ENIG Substrate Using LF Hydrogen Radical Treatment)

  • 이아름;조승재;박재현;강정윤
    • Journal of Welding and Joining
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    • 제29권1호
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    • pp.99-106
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    • 2011
  • Joint strength between a solder ball and a pad on a substrate is one of the major factors which have effects on electronic device reliability. The effort to improve solder joint strength via surface cleaning, heat treatment and solder composition change have been in progress. This paper will discuss the method of solder ball joint strength improvement using LF hydrogen radical cleaning treatment and focus on the effects of surface treatment condition on the solder ball shear strength and interfacial reactions. In the joint without radical cleaning, voids were observed at the interface. However, the specimens cleaned by hydrogen-radical didn't have voids at the interface regardless of cleaning time. The shear strength between the solder ball and the pad was increased over 120%(about 800gf) when compared to that without the radical treatment (680gf) under the same reflow condition. Especially, at the specimen treated for 5minutes, ball shear strength was considerably increased over 150%(1150gf). Through the observation of fracture surface and cross-section microstructure, the increase of joint strength resulted from the change of fracture mode, that is, from the solder ball fracture to IMC/Ni(P) interfacial fracture. The other cases like radical treated specimen for 1, 3, 7, 9min. showed IMC/solder interfacial fracture rather than fracture in the solder ball.

전자파 산란문제를 해결하기 위한 혼합 유한요소법에 관한 연구 (A Study on Hybrid Finite Element Method for Solving Electromagnetic Wave Scattering)

  • 박동희;강찬석;안정수
    • 한국전자파학회지:전자파기술
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    • 제4권1호
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    • pp.38-43
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    • 1993
  • 다충유전체주로 부터 전자장산란 문제를 해석하기 위하여 혼합유한요소방법을 적용하였다. 실질적으로 펀미분방정식의 해가 주어지는 무경계화된 영역은 국소경계영역으로 나누어지게 되고, 나머지 무경 계영역은 경계적분방정식으로 나타내게 된다. 나누어진 국소표면은 원천, 비균질성과 비등방성을 포함 하도록 정의한다. 따라서, 정의된 국소경계영역에서 미분볍이 사용된다. 또한 나머지 경계영역에서 경계 적분방정식이 단지 자유공간Green 함수를 사용하도록 수식화 될 것이다. 그 결과로서, 국소경계는 경계조건을 갖는 경계값 문제로 나타나게 되고, 유한요소법으로 해석된다. 제시된 방법의 장점은 전자장 산란연구에 보다 간략하고, 효율적이다. 결과의 타당성은 다른방볍(경계 요소법)파 비교하여 입증하였다. 확장된 수치해석의 예로서 임의의 단면을 갖는 손실유전체주의 산란장을 해석하여 제시했다.

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하이브리드 방식 (CNC+Laser)을 이용한 폴리머용접공정 (Hybrid (CNC+Laser) process for polymer welding)

  • 유종기;이춘우;김순동;최해운;신현명
    • 대한용접접합학회:학술대회논문집
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    • 대한용접접합학회 2009년 추계학술발표대회
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    • pp.4-4
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    • 2009
  • Polycarbonate (PC) and Acrylonitrile Butadiene Styrene (ABS) was welded through a combination of a diode laser and CNC. Laser beam passed the transparent PC and was absorbed in an opaque ABS. Polymers were melted and welded by absorbed and conducted heat. Experiments were carried out by varying working distance from 44mm to 50mm for the focus spot diameter control, laser input power from 10W to 25W, and scanning speed from 100 to 400mm/min. The weld bead size and the specimen cross-section were analyzed, and tensile results were presented through the joint force measurement. With focus distance at 48mm, laser power with 20W, and welding speed at 300mm/min, experimental results showed the best welding quality which bead size was 3.75mm and the shear strength was $22.8N/mm^2$. Considering tensile strength of ABS is $43N/mm^2$, shear strength was sufficient to hold two materials. A single process was possible in CNC machining processes, surface processing, hole machining and welding. As a result, the process cycle time was reduced to 25%. Compared to a typical process, specimens were fabricated in a single process, with high precision. By combining two operations processes developed process gained 50% more efficiency.

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하이브리드 휨 보강 고강도 콘크리트 보의 성능 평가 (Behavior of High Strength Concrete Beams with Hybrid Flexural Reinforcements)

  • 양준모;민경환;김영우;윤영수
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2008년도 춘계 학술발표회 제20권1호
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    • pp.13-16
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    • 2008
  • 철근으로 휨 보강된 일반적인 부재의 경우, 강도설계법으로 부재의 공칭 휨 강도를 계산할 때 모든 휨 인장 철근은 극한상태에서 항복한다고 가정한다. 따라서 인장력은 철근의 도심에 작용하고 인장 철근 단면적과 철근의 항복강도의 곱으로 표현될 수 있다. 그러나 FRP bar는 철근과 달리 항복거동을 보이지 않기 때문에 각 열 FRP bar에 작용하는 응력은 중립축에서 떨어진 거리에 따라 달라질 것이다. 게다가 서로 다른 종류의 FRP bar가 동시에 한 부재에 적용된다면, 각 FRP bar의 변형률에 따라 작용하는 응력 또한 다양하게 될 것이고, 거동 양상 역시 예상과 다르게 나타날 것이다. 이에 본 연구에서는 일반철근, CFRP bar, GFRP bar를 이용하여 하이브리드 휨 보강된 6개의 고강도 콘크리트 보를 제작하고 구조실험을 실시하였다. 실험 결과 하이브리드 보강된 부재는 FRP bar로 단순 보강된 부재의 낮은 강성, 큰 균열폭, 취성 문제를 상당히 보완시켜주는 것으로 나타났다.

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복합재료적층판의 진동해석을 위한 유한요소모델 II. 유한요소모델의 유도 및 해석 (Finite Element Analysis for Vibration of Laminated Plate Using a Consistent Discrete Theory Part II : Finite Element Formulation and Implementations)

  • 홍순조
    • 전산구조공학
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    • 제7권4호
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    • pp.103-111
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    • 1994
  • 앞의 논문 Part 1 에서 유도한 변분원리를 이용하여 복합재료적층판의 진동해석을 할 수 있는 유한요소해석 모델을 개발하였다. 이 모델에서는 어느 한 층의 면내 변위와 나머지층 단면의 회전각, 그리고 판 전체의 연직방향처짐을 절점변수로 취하게 되어 n개층으로된 적층판의 경우 2(n+1)+1의 절점 자유도를 갖는다. 따라서, 판의 주변에서는 한층의 면내변위와 각층단면의 회전각을, 판의 면내에서는 연직방향 처짐을 경계조건값으로 정의할 수 있다. 이 모델에 의해 개발한 프로그램을 이용하여 각층의 재료특성이 크게 다른 혼종형 복합재료적층판(hybrid laminate)의 고유진동문제를 해석하였다. 탄성이론해 및 다른 유한요소해석결과와 본 해석결과와의 비교를 통해 제시모델이 기존의 다른 유한요소모델보다 정확함을 예시하였다.

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감초의 기원 및 교잡종 외내부형태 성상 비교연구 (Comparative study of external-intenal morphological shape in origins and hybrids for Glycyrrhizae Radix et Rhizoma)

  • 김영식;박춘근;최고야;장재기;이정훈;주영승
    • 대한본초학회지
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    • 제34권5호
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    • pp.1-12
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    • 2019
  • Objectives : The consumption of licorice is large in Korea, but domestic production is insufficient due to the lack of adaptability. This study aimed to provide a morphological basis for adding interspecific hybrid licorice with improved adaptability to pharmacopoeia. Methods : This study was to establish identification criteria for the original plants, external and internal morphology of the authentic herbal medicines (Glycyrrhiza uralensis, G. glabra and G. inflata), market products and artificially interspecific hybrid forms of licorice. For this purpose, previous studies were investigated and visual and histological observations were carried out. We focused on the internal morphology by microscopic observation for securing objectivity. Finally, we proposed the identification keys for precise classification of each part. Results : 1) Original plant : Licorice species in the compendium were distinguished by the number of leaflets, presence of hair on the fruit, curvature and swelling of the fruit. 2) External morphology : Licorice species were distinguished by degree of powderiness, tearing gap, radial structure in the cross section and existence of protrusion of outer epidermis. 3) Internal morphology : Licorice species were distinguished by the degree of development of phloem fiber bundle, development of obliterated sieve, whether the secondary medullary ray are branched. In the case of interspecific hybrids, the characteristics of both species used for hybridization were mixed in all observation methods. Conclusions : These results suggest that the interspecific crossbred licorice is suitable for the pharmacopoeial standard. Therefore, it can be applied as a herbal medicine through additional supplementary study.

Web-shear strength of steel-concrete composite beams with prestressed wide flange and hollowed steel webs: Experimental and practical approach

  • Han, Sun-Jin;Kim, Jae Hyun;Choi, Seung-Ho;Heo, Inwook;Kim, Kang Su
    • Structural Engineering and Mechanics
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    • 제84권3호
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    • pp.311-321
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    • 2022
  • In the buildings with long spans and high floors, such as logistics warehouses and semiconductor factories, it is difficult to install supporting posts under beams during construction. Therefore, the size of structural members becomes larger inevitably, resulting in a significant increase in construction costs. Accordingly, a prestressed hybrid wide flange (PHWF) beam with hollowed steel webs was developed, which can reduce construction costs by making multiple openings in the web of the steel member embedded in concrete. However, since multiple openings exist and prestress is introduced only into the bottom flange concrete, it is necessary to identify the shear resistance mechanism of the PHWF beam. This study presents experimental shear tests of PHWF beams with hollowed steel webs. Four PHWF beams with cast-in-place (CIP) concrete were fabricated, with key variables being the width and spacing of the steel webs embedded in the concrete and the presence of shear reinforcing bars, and web-shear tests were conducted. The shear behavior of the PHWF beam, including crack patterns, strain behavior of steel webs, and composite action between the prestressed bottom flange and CIP concrete, were measured and analyzed comprehensively. The test results showed that the steel web resists external shear forces through shear deformation when its width is sufficiently large, but as its width decreased, it exerted its shear contribution through normal deformation in a manner similar to that of shear reinforcing bars. In addition, it was found that stirrups placed on the cross section where the steel web does not exist contribute to improving the shear strength and deformation capacity of the member. Based on the shear behavior of the specimens, a straightforward calculation method was proposed to estimate the web-shear strength of PHWF beams with CIP concrete, and it provided a good estimation of the shear strength of PHWF beams, more accurate than the existing code equations.

18FDG Synthesis and Supply: a Journey from Existing Centralized to Future Decentralized Models

  • uz Zaman, Maseeh;Fatima, Nosheen;Sajjad, Zafar;Zaman, Unaiza;Tahseen, Rabia;Zaman, Areeba
    • Asian Pacific Journal of Cancer Prevention
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    • 제15권23호
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    • pp.10057-10059
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    • 2015
  • Positron emission tomography (PET) as the functional component of current hybrid imaging (like PET/CT or PET/MRI) seems to dominate the horizon of medical imaging in coming decades. $^{18}$Flourodeoxyglucose ($^{18}FDG$) is the most commonly used probe in oncology and also in cardiology and neurology around the globe. However, the major capital cost and exorbitant running expenditure of low to medium energy cyclotrons (about 20 MeV) and radiochemistry units are the seminal reasons of low number of cyclotrons but mushroom growth pattern of PET scanners. This fact and longer half-life of $^{18}F$ (110 minutes) have paved the path of a centralized model in which $^{18}FDG$ is produced by commercial PET radiopharmacies and the finished product (multi-dose vial with tungsten shielding) is dispensed to customers having only PET scanners. This indeed reduced the cost but has limitations of dependence upon timely arrival of daily shipments as delay caused by any reason results in cancellation or rescheduling of the PET procedures. In recent years, industry and academia have taken a step forward by producing low energy, table top cyclotrons with compact and automated radiochemistry units (Lab-on-Chip). This decentralized strategy enables the users to produce on-demand doses of PET probe themselves at reasonably low cost using an automated and user-friendly technology. This technological development would indeed provide a real impetus to the availability of complete set up of PET based molecular imaging at an affordable cost to the developing countries.

H형강 접합부를 갖는 목조 골조의 보강형식에 따른 구조성능 (Structural performance by strengthening types of wood frames using H shaped steel joints)

  • 김순철;문연준;양일승;박근홍
    • KIEAE Journal
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    • 제8권3호
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    • pp.77-83
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    • 2008
  • The effective mixture of structural laminated timber and other materials is expected to extend the potentials of building structures because of the potentials to realize high performance in structural safety. The classical joint types using drift pin and bolts are occurred local failures due to the small bearing area. In result, new joints using H shaped steel were suggested in this research. The objective of this study is to evaluate elasto-plastic behaviors by strengthening types of wood frames with new joints connecting structural laminated timber with H shaped steel. A total of five specimens of about one-second scale were tested. Specimens had columns with 1,050 height and $84mm{\times}100mm$ section, and a beams with 1,950mm length and $130mm{\times}100mm$ section. Also, the specimens were stiffened by brace, hwang-toh brick, and autoclaved lightweight concrete. The results of the test showed that the specimen stiffened with autoclaved lightweight concrete was characterized by fairly good strength and stiffness than those of the other specimens. Initial stiffness of H-2.0D-NS specimen with 2 times inserting length of beam height showed 1.33 times than that of H-1.5D-NS specimen. However, the strength of H-2.0D-NS specimen has not improved too much than H-1.5D-NS specimen.