• Title/Summary/Keyword: simplified analysis method

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Analysis and Design of Waveguide Iris Polarizer for Rotation of Polarization Plane (편파면 회전을 위한 도파관 아이리스 편파기 설계 분석)

  • Yang, Doo-Yeong;Lee, Min-Soo
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.13 no.7
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    • pp.3201-3206
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    • 2012
  • In this paper, the simplified design methodology for rotation of polarization plane using a square waveguide is proposed. In order to optimize the characteristics of $180^{\circ}$ polarizer operating from 14.3GHz to 14.8GHz in Ku-band, the modified mode matching method and piecewise power tower interpolation are applied to the polarizer design. The optimized results show that the frequency bandwidth in VSWR<2 has covered 500MHz in the Ku-band and phase difference between two orthogonal modes $TE_{10}$and $TE_{01}$ is $180^{\circ}{\pm}1^{\circ}$ in the range of 14.3GHz~14.8GHz. The cross polarization loss has obtained below 40dB and the insertion loss has 0.1dB in the passband. Therefore, the proposed polarizer is suitable for practical Ku-band system requiring the low VSWR and compact size.

Vibration behaviors of a damaged bridge under moving vehicular loads

  • Yin, Xinfeng;Liu, Yang;Kong, Bo
    • Structural Engineering and Mechanics
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    • v.58 no.2
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    • pp.199-216
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    • 2016
  • A large number of bridges were built several decades ago, and most of which have gradually suffered serious deteriorations or damage due to the increasing traffic loads, environmental effects, and inadequate maintenance. However, very few studies were conducted to investigate the vibration behaviors of a damaged bridge under moving vehicles. In this paper, the vibration behaviors of such vehicle-bridge system are investigated in details, in which the effects of the concrete cracks and bridge surface roughness are particularly considered. Specifically, two vehicle models are introduced, i.e., a simplified four degree-of-freedoms (DOFs) vehicle model and a more complex seven DOFs vehicle model, respectively. The bridges are modeled in two types, including a single-span uniform beam and a full scale reinforced concrete high-pier bridge, respectively. The crack zone in the reinforced concrete bridge is considered by a damage function. The bridge and vehicle coupled equations are established by combining the equations of motion of both the bridge and vehicles using the displacement relationship and interaction force relationship at the contact points between the tires and bridge. The numerical simulations and verifications show that the proposed modeling method can rationally simulate the vibration behaviors of the damaged bridge under moving vehicles; the effect of cracks on the impact factors is very small and can be neglected for the bridge with none roughness, however, the effect of cracks on the impact factors is very significant and cannot be neglected for the bridge with roughness.

Characteristic analysis of The Catalyst Layer and Gas Diffusion Layer Model for FEMFC optimal design (FEMFC 최적설계를 위한 촉매층모델과 기체확산층 특성해석)

  • Kwon, Kee-Hong
    • Journal of IKEEE
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    • v.21 no.2
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    • pp.123-129
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    • 2017
  • Proton Exchange Membrane Fuel Cell (FEMFC) is a strong candidate for future automobile and power generation because of its high power density, low emission and low operation temperature. The major concerns of the gas diffusion layer (GDL) inside a FEMFC is water management. The GDL is typically comprised of carbon for electrical conductivity and PTFE for Hydrophobicity. In this simulation, GDL flooding was investigated using a simplified approach method of an established equation models(Fick' Law, Darcy, Law, Stefan-Maxwell diffusion). The performance of GDL was shown using result of the inner heat, water density and oxygen density of the cell using model equations. The catalyst layer mode in FEMFC showed results of effectiveness factor, Butler-volmer and hydrogen flux density. These results are interesting because the influence of several factors has been shown and the information will be helpful for fuel cell design.

A Comparison of Characteristics between Home Health Care Needers and Non-needers in Rural Areas (농어촌지역의 가정간호 요구자와 비요구자의 특성 비교)

  • Lee, Dong-Suk;Cho, Yoo-Hyang
    • Research in Community and Public Health Nursing
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    • v.16 no.2
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    • pp.115-126
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    • 2005
  • Purpose: The aims of this study were to describe general characteristics and needs of home health care, and to find the differences between home health care needers and non-needers. Method: In this study, 642 subjects participated who lived in Muan, Jollanam-do. Data were collected in August 2001 using a self-reported questionnaire. The questionnaire was a revised and simplified form of the Organization of Community Health System Program at the Seoul National University. Collected data were analyzed through Kruskal-Wallis test. t-test. and Chi-squire for cross-sectional analysis. Result: The average age of the subjects was 52.6 years and 33.3% of them aged over 65 years. Twenty six percent of them had chronic degenerative diseases. The percentages of hypertension patients and D.M. patients were 6.4% and 2.5%, respectively. The number of family members was 2.95 on the average, 2.19 in cases of families with the elderly and 3.33 in cases of families without the elderly. The rate of disability of the elderly was 10.5%. Marital status (p=.000), the number of family members (p=.000), education (p=.000), job (p=.000) and health insurance (p=.027) were significantly different between home care needers and non-needers. Home care needers had less living expenses (p=.001), more frequent hospital admissions (p=.004), higher chronic disease rate (p=.000) and more frequent visits to public health center (p=.027) than non-needers. Home care needers who wanted free service were twice as many as non-needers. Conclusion: Home care need was very high in rural areas and the needers had worse characteristics (low educational level. low income, no job and no family). Therefore, it is necessary to develop cheaper and more accessible services for home care needers in rural areas.

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Design Characteristics of Tapered Directional Couplers in Optical Communication (광통신용 테이퍼 방향성 결합기의 설계 특성)

  • Son, Seock-Yong;Ho, Kwang-Chun;Kim, Yung-Kwon
    • Journal of the Korean Institute of Telematics and Electronics D
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    • v.36D no.11
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    • pp.18-26
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    • 1999
  • Recently, various simplified simulation techniques such as firite-difference beam propagation method and non-orthogonal coupled-mode theory have proposed to analyze the optical characteristics of tapered directional couplers supported by the coupling of two propagating modes. Although these approaches are often in sufficiently accurate, they do not provide the detailed solutions encountered in the analysis of tapered guiding structures. For this purpose, we introduce and utilize a newly developed modal transmission-line theory to analyze rigorously power transfer of the directional coupler. The numerical result reveals that the propagation constants of even and odd modes converge to a single value as increasing the spacer thickness between two symmetric tapered guides. Furthermore, 97% of the power incident into a guiding channel is transmitted to the other channel at the tapered angle ${\theta}=0.1^{\circ}$, and the efficiency of power transfer decreases dramatically as increasing the angle.

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Local Deformation Analysis of the Orthotropic Steel Bridge Deck Due to Wheel Loadings Using FSM and FEM (윤하중에 의한 강바닥판 교면포장의 종방향균열 관련 수치해석법 개발)

  • Jeong, Jin Seok;Jung, Myung Rag;Ock, Chang Kwon;Lee, Won Tae;Kim, Moon Young
    • Journal of Korean Society of Steel Construction
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    • v.28 no.4
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    • pp.243-251
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    • 2016
  • Longitudinally structural cracks are sometimes observed in the pavement on steel plate deck bridges because traffic truck loadings can cause large local deformations of the thin deck plate stiffened by longitudinal and transverse beams. In this study, an improved finite strip method using flat-shell strip, prism, and link elements is presented to investigate local deformations of steel decks with pavements in which flexural and torsional stiffness effects of thin floor beams are rigorously taken into account. A simplified deck model extracted from steel plate-girder bridges is analyzed using the developed FSM and the commercial FE program, ABAQUS and also, their numerical results are compared and discussed.

Advance Probabilistic Design and Reliability-Based Design Optimization for Composite Sandwich Structure (복합재 샌드위치 구조의 개선된 확률론적 설계 및 신뢰성 기반 최적설계)

  • Lee, Seokje;Kim, In-Gul;Cho, Wooje;Shul, Changwon
    • Composites Research
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    • v.26 no.1
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    • pp.29-35
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    • 2013
  • Composite sandwich structure can improve the specific bending stiffness significantly and save the weight nearly 30 percent compared with the composite laminates. However, it has more inherent uncertainties of the material property caused by manufacturing process than metals. Therefore, the reliability-based probabilistic design approach is required. In this paper, the PMS(Probabilistic Margin of Safety) is calculated for the simplified fuselage structure made of composite sandwich to provide the probabilistic reasonable evidence that the classical design method based on the safety factor cannot ensure the structural safety. In this phase, the probability density function estimated by CMCS(Crude Monte-Carlo Simulation) is used. Furthermore, the RBDO(Reliability-Based Design Optimization) under the probabilistic constraint are performed, and the RBDO-MPDF(RBDO by Moving Probability Density Function) is proposed for an efficient computation. The examined results in this paper can be helpful for advanced design techniques to ensure the reliability of structures under the uncertainty and computationally inexpensive RBDO methods.

Welding Residual Stress Distributions for Dissimilar Metal Nozzle Butt Welds in Pressurized Water Reactors (가압경수로 노즐 맞대기 이종금속용접부의 용접잔류응력 예측)

  • Kim, Ji-Soo;Kim, Ju-Hee;Bae, Hong-Yeol;Oh, Chang-Young;Kim, Yun-Jae;Lee, Kyung-Soo;Song, Tae-Kwang
    • Transactions of the Korean Society of Mechanical Engineers A
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    • v.36 no.2
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    • pp.137-148
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    • 2012
  • In pressurized water nuclear reactors, dissimilar metal welds are susceptible to primary water stress corrosion cracking. To access this problem, accurate estimation of welding residual stresses is important. This paper provides general welding residual stress profiles in dissimilar metal nozzle butt welds using finite element analysis. By introducing a simplified shape for dissimilar metal nozzle butt welds, changes in the welding residual stress distribution can be seen using a geometry variable. Based on the results, a welding residual stress profile for dissimilar metal nozzle butt welds is proposed that modifies the existing welding residual stress profile for austenitic pipe butt welds.

Load carrying capacity of CFRP retrofitted broken concrete arch

  • Wang, Peng;Jiang, Meirong;Chen, Hailong;Jin, Fengnian;Zhou, Jiannan;Zheng, Qing;Fan, Hualin
    • Steel and Composite Structures
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    • v.23 no.2
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    • pp.187-194
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    • 2017
  • To reuse a broken plain concrete (PC) arch, a retrofitting method was proposed to ensure excellent structural performances, in which carbon fiber reinforced polymers (CFRPs) were applied to repair and strengthen the damaged PC arch through bonding and wrapping techniques. Experiments were carried out to reveal the deformation and the load carrying capacity of the retrofitted composite arch. Based on the experiments, repairing and strengthening effects of the CFRP retrofitted broken arch were revealed. Simplified analysing model was suggested to predict the peak load of the CFRP retrofitted broken arch. According to the research, it is confirmed that absolutely broken PC arch can be completely repaired and reinforced, and even behaves more excellent than the intact PC arch when bonded together and strengthened with CFRP sheets. Using CFRP bonding/wrapping technique a novel efficient composite PC arch structure can be constructed, the comparison between rebar reinforced concrete (RC) arch and composite PC arch reveals that CFRP reinforcements can replace the function of steel bars in concrete arch.

Simplified Forensic Analysis Using List of Deleted Files in IoT Envrionment (사물인터넷 환경에서 삭제된 파일의 목록을 이용한 포렌식 분석 간편화)

  • Lim, Jeong-Hyeon;Lee, Keun-Ho
    • Journal of Internet of Things and Convergence
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    • v.5 no.1
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    • pp.35-39
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    • 2019
  • With the rapid development of the information society, the use of digital devices has increased dramatically and the importance of technology for analyzing them has increased. Digital evidence is stored in many places such as Prefetch, Recent, Registry, and Event Log even if the user has deleted it. Therefore, there is a disadvantage that the forensic analyst can not grasp the files used by the user at the beginning. Therefore, in this paper, we propose a method that the RemoveList folder exists so that the user can grasp the information of the deleted file first, and the information about the deleted file is automatically saved by using AES in RemoveList. Through this, it can be expected that the analyst can alleviate the difficulty of initially grasping the user's PC.