• 방사성폐기물학회지
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• 제3권3호
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• pp.213-229
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• 2005

심부 및 천부 지질 환경을 갖는 지하 모암 내의 방사성 폐기물 처분장으로부터 유출된 핵종은 다양한 인공 및 지하 매질을 거쳐 궁극적으로 인간 생태환경으로 도달하게 된다. 그 결과로 인간에게 주는 피폭선량률을 정량적으로 계산하는 것은 처분안전성 평가의 최종 단계가 된다. 방사성폐기물에 포함된 핵종에 대해 붕괴사슬을 고려하고 방사성폐기물처분 시스템의 주요한 부분을 이루는 생태계를 구획으로 모델링 한 후 이들 구획간의 핵종이동에 대한 전이계수를 적용하여 동적 구획모델을 기반으로 하는 AMBER를 이용한 케이스화일로서 ACBIO템플릿을 개발하고 이를 이용하여 각 핵종별 선량환산인자를 평가해 보았다.

• 한국추진공학회지
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• 제20권5호
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• pp.60-69
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• 2016

본 연구에서는 케로신-공기 혼합물 데토네이션 계산과 다물질 해석을 기반으로 데토네이션 하중에 의한 얇은 금속관의 열탄소성 거동에 대한 수치계산을 수행하였다. 데토네이션 하중은 케로신-공기 혼합물의 데토네이션을 활용하여 모델링하였으며, 검증을 위해 해석 결과를 C-J 조건과 실험적 셀 직경을 통해 비교 검증하였다. 또한 금속의 탄성/소성 거동을 확인하기 위하여, 소성 거동은 구리의 Taylor impact 문제로, 탄성 거동은 베를리움 평판 떨림 문제를 활용하였다. 온도에 의한 관의 탄소성 거동 변화를 확인하기 위하여 동일한 데토네이션 하중 하에서 초기 온도가 다른 관의 거동을 확인하고 이론식과의 비교를 통해 열연화 효과가 고려되어야 함을 확인하였다.

• 대한기계학회논문집B
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• 제38권5호
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• pp.423-430
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• 2014

파이프 유동 내에서 일어나는 소음 및 진동현상의 경우 일반적으로 난류유동과 근처의 벽면사이의 유동유기진동에 의해 일어나게 된다. 복잡한 난류유동을 가지는 확장관의 단순한 경우에서 본 연구는 수행되었지만, 방사소음의 경우 주어진 모델에서 크기와 형상 그리고 두께 등에 상당히 영향을 받게 된다. 또한, 방사소음은 그 파가 퍼져나가면서 주위 시스템에 교란특성이나 불안정성을 야기시키게 되는데 결국 중요한 파단과 파손을 일으키게 된다. 본 연구는 다양한 상용프로그램들 (Fluent, NASTRAN, 그리고 VIRTUAL LAB)을 이용하여 이러한 현상을 파악하고자 하였다. 이 연구를 통해 유동소음에 있어 깔려있는 물리현상들을 이해하고자 하였다. 확장관의 경우 단면적의 급격한 변화에 의해 박리와 높은 압력강하를 겪게 되는데, 방사소음의 계산으로 이 방사소음의 크기가 100에서 500Hz영역에서 전체적으로 약 20dB정도 감소시킬 수 있는 것을 확인할 수 있었다.

• Smart Structures and Systems
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• 제13권4호
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• pp.615-636
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• 2014

Aluminium Foam Sandwich (AFS) panels are becoming always more attractive in transportation applications thanks to the excellent combination of mechanical properties, high strength and stiffness, with functional ones, thermo-acoustic isolation and vibration damping. These properties strongly depend on the density of the foam, the morphology of the pores, the type (open or closed cells) and the size of the gas bubbles enclosed in the solid material. In this paper, the vibrational performances of two classes of sandwich panels with an Alulight(R) foam core are studied. Experimental tests, in terms of frequency response function and modal analysis, are performed in order to investigate the effect of different percentage of porosity in the foam, as well as the effect of the random distribution of the gas bubbles. Experimental results are used as a reference for developing numerical models using finite element approach. Firstly, a sensitivity analysis is performed in order to obtain a limit-but-bounded dynamic response, modelling the foam core as a homogeneous one. The experimental-numerical correlation is evaluated in terms of natural frequencies and mode shapes. Afterwards, an update of the previous numerical model is presented, in which the core is not longer modelled as homogeneous. Mass and stiffness are randomly distributed in the core volume, exploring the space of the eigenvectors.

• 대한기계학회논문집A
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• 제35권8호
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• pp.971-976
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• 2011

본 논문은 원거리에 떨어진 작전지역으로 정찰로봇을 발사하여 투하하기 위해서 필요한 보호체의 설계개념에 대해서 서술한다. 개발된 보호체는 발사, 비행, 착지과정에서 발생하는 외부의 충격으로부터 내부에 위치한 정찰로봇을 보호하며 목표지점에 도달하게 되면 해제기구에 의해 자동으로 보호체 외피가 분리.개방되어 내부의 정찰로봇이 용이하게 보호체를 이탈하여 정찰임무를 수행하도록 한다. 보호체와 정찰로봇의 유한요소 모델링을 통해서 지면과의 낙하충돌에 의한 충격해석을 수행하였으며 실제 실험결과와도 비교하여 모델링의 유효성을 분석하였다. 낙하테이블을 이용한 충격시험을 통해서 실리콘 재질로 충전된 보호체가 외부의 충격을 효과적으로 완화하여 내부의 정찰로봇을 보호하고 있음을 관찰하였다.

• 대한후두음성언어의학회지
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• 제10권2호
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• pp.119-123
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• 1999

Background and Objectives : Conditions such as muscle atrophy, stretching of strap muscles, and continued craniofacial growth factors have been cited as contributing to the changes observed in the vocal tract structure and function in elderly speakers. The purpose of the present study is to compare F$_1$ and F$_2$ frequency levels in elderly and young adult male and female speakers producing a series of vowels ranging from high-front to low-back placement. Material and Methods : The subjects were two groups of young adults(10 males, 10 females, mean age 21 years old range 19-24 years) and two groups of elderly speakers(10 males, 10 females, mean age 67 years : range 60-84 years). Each subject participated in speech pathologist to be a speaker of unimpared standard Korean. The headphone was positioned 2 cm from the speakers lips. Each speaker sustained the five vowels for 5 s. Formant frequency measures were obtained from an analysis of linear predictive coding in CSL model 4300B(Kay co). Results : Repeated measure AVOVA procedures were completed on the $F_1$ and $F_2$ data for the male and female speakers. $F_2$ formant frequency levels were proven to be significantly lower fir elderly speakers. Conclusions : We presume $F_2$ vocal cavity(from the point of tongue constriction to lip) lengthening in elderly speakers. The research designed to observe dynamic speech production more directly will be needed.

• 한국태양에너지학회 논문집
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• 제32권4호
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• pp.1-8
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• 2012

A Fiber Bragg Grating (FBG) sensor imbedded small wind turbine blade was manufactured to experimentally investigate the feasibility to embed FBG sensors between layers of glass fiber to monitor dynamic strains of the wind turbine blade. The blade which is similar to a commercial 300 W wind turbine blade was manufactured with glass fiber as a reinforcement and epoxy resin as base material. A total of five FBG sensors including one temperature sensor were imbedded in the blade to sense mechanical strain and temperature. While manufacturing the blade, residual strain and temperature that occurred in the small wind turbine blade were monitored using the imbedded FBG sensor array. To examine the sensor performance, an impact test was carried out. The experimental results from the FBG sensors were close to those from electrical strain gages mounted on the blade root surface. The mode shapes of the blade were analyzed also using a commercial Ansys simulation with a model obtained from a three dimensional laser scanning of the blade.

• 한국농공학회지
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• 제39권3호
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• pp.72-82
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• 1997

In all inelastic deformations time rate effects are always present to some degree. Whether or not their exclusion has a significant influence on the prediction of the material behaviour depends upon several factors. In the study of structural components under static loading conditions at normal temperature it is accepted that time rate effects are generally not important. However metals, especially under high temperatures, exhibit simultaneously the phenomena of creep and viscoplasticity. In this study, elastoplastic and elasto-viscoplastic models include nonlinear geometrical effects were developed and several numerical examples are also included to verify the computer programming work developed here in this work. Comparisons of the calculated results, for the elasto-viscoplastic analysis of an internally pressurised thick cylinder under plane strain condition, have shown that the model yields excellent results. The results obtained from the numerical examples for an elasto-viscoplastic analysis of the Nuclear Reinforced Concrete Containment Structure(NRCCS) subjected to an incrementally applied internal pressure were summarized as follows : 1. The steady state hoop stress distribution along the shell layer of dome and dome wall junction part of NRCCS were linearly behave and the stress in interior surfaces was larger than that in exterior. 2.However in the upper part of the wall of NRCCS the steady state hoop stress in creased linearly from its inner to outer surfaces, being the exact reverse to the previous case of dome/dome-wall junction part. 3.At the lower part of wall of NRCCS, the linear change of steady state hoop stress along its wall layer began to disturb above a certain level of load increase.

• 대한인간공학회지
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• 제26권3호
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• pp.35-43
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• 2007

This study aims at providing some basic material to be made use of for establishing plans through which one can reduce job-related stress, through conducting a survey on the sources of stress and then distinguishing its symptoms by the sources. As the methods of the study, we conducted a questionnaire survey of some selected medium enterprises' employees in the National Capital region and analysed the results. The questionnaire was designed by using the dynamic stress model of Cooper and Eaker and consisted of 85 questions to examine the sources of stress, the characteristics of personalities, and symptoms by each type of stress. The total valid respondents were 392 persons indicating 65.3% of the response rate. For analysing the results, a rating scale was used, and the reliability and validity were tested by using Cronbach's alpha coefficient. As the result of the study, those workers in medium enterprises were found to be put under much stress by responsibility, physical environment factors and career development factors and so on. As physical symptoms of job-related stress, eye fatigue, stiffness in their shoulders, headache, worry or anxiety, and waist ache presented most in the respondents. In addition, as behavioral symptoms, chronic fatigue was most indicated. In organizational symptoms, dissatisfaction about the company and lack of self-motivation for the job performance were found to show most. Moreover, the results indicated that the closer personalities to those appearing in persons mostly of type A they had, the more they were put under intensive stress by the vagueness of their roles and responsibility among all the job characteristics.

• 한국조경학회지
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• 제27권5호
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• pp.80-93
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• 2000

This study measured the shearing resistance of the roots of the Pinus Koraiensis by the tensile strength gained through their individual tensile test for the Root Reinforcement Model. On the basis of the shearing resistance value calculated through such a process the factor of safety(Fs) was comparatively presented by using the simplified Janbu Method in PCSTABL5M, the slop-analyzing software which had been developed in Purdue University of the U.S.A according to the shape of a slope and the type of soil. The results to have measured a stress and the factor of safety(Fs) by experiment are as follows. 1) The mean root diameter of the Pinus Koraiensis used for this experiment was 2.483mm and the mean tensile stress was calculated as 422.846(kgf/$\textrm{cm}^2$). In the strain ratio of material and the elastic modulus was measured 7.8%, 9,291.92(kgf/$\textrm{cm}^2$). 2) The shearing strength including the resistance of soil and root is expressed as Rt=C+Cr+$\sigma$.tan . ΔCr(kg/$\textrm{cm}^2$) of the shearing resistance calculated by estimating the areal ratio of roots at 10 is 0.253(kgf/$\textrm{cm}^2$). 3) As the result of making an analysis of the natural slope stability by the soil parameter, the factor of safety(Fs) was calculated at 1.795 in CL, and the stability analysis of the root reinforcement slope, Fs was calculated at 1.952. However, since a precise analysis of the controlled factors of the slope analyses are demanded for more accurate dynamic analyses, the future demands a study on this.