• Nuclear Engineering and Technology
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• 제55권4호
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• pp.1280-1286
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• 2023

MgF₂ as a moderator material has been extensively used in the beam shaping assembly (BSA) that plays an important role in the boron neutron capture therapy (BNCT). Regarded as important for applications, the thermal neutron scattering data of MgF₂ were calculated, based on the phonon expansion model. The structural properties of MgF₂ were researched by the VASP code based on the ab-initio methods. The PHONOPY code was employed to calculate the phonon density of states. Furthermore, the NJOY code was used to calculate the thermal neutron scattering data of MgF₂. The calculated inelastic cross sections plus absorption cross sections are in agreement with the available experimental data. The neutron transport in the BSA has been simulated by using a hybrid Monte-Carlo-Deterministic code NECP-MCX. The results indicated that compared with the calculation of the free gas model, the thermal neutron flux and epithermal neutron flux at the BSA exit port calculated by using the thermal neutron scattering data of MgF₂ were reduced by 27.7% and 8.2%, respectively.

• 대한토목학회논문집
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• 제30권1B호
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• pp.81-87
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• 2010

쌍치 수위관측소는 과거 12년 동안 봉부자로 유량을 측정해왔다. 그러나 수위-유량관계곡선의 전이가 수용할 수 없을 만큼 너무 크다. 전이를 분석해 보기 위하여 주요인자들을 검토하였고, 특히 부자법에 의한 유량 산정을 위해서는 두 단면이 필요하나, 상 하단측선의 관측수위가 없어 수위관측소의 수위만을 사용하여 계산된 오류를 교정하였다. 이를 위해서 기준 수위-유량관계곡선을 작성하였다. 본 연구에서는 기준 수위-유량관계곡선에 대하여 RMA2모형으로 수면곡선을 모의하였다. 이를 바탕으로 기존유량을 재 산정하여 기존 수위-유량관계곡선을 재 작성하였다. 그 결과 전이의 변동 폭이 줄어들었으며 최근의 수위-유량관계곡선이 물리적으로 합당함을 확인하였다.

• 한국연안방재학회지
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• 제1권1호
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• pp.28-35
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• 2014

This study investigated the applicability of four empirical equations (Morihira et al., 1967; Goda, 2010; Jensen, 1984 and Bradbury et al., 1988; Pedersen, 1996) suggested for estimating the horizontal wave force on the crown wall of sloping breakwaters. For the two exemplary cross sections of the breakwaters whose geometry are apparently different each other, the estimates of horizontal wave force calculated by the four equations were compared. The values of estimated wave force showed considerable discrepancy among the equations for each of the two exemplary breakwater cross sections, respectively. In addition, the relative magnitude of the wave force was quite different according to the breakwater geometry as well as the design wave condition. In general, Morihira's or Goda's formulae produced larger estimates of the horizontal wave force than Jensen/Bradbury's or Pedersen's formulae if the wave period (or wavelength) is comparatively short. In contrast, exactly opposite result was obtained when the wave period or wavelength is comparatively long. Further detailed study based on physical experiments is required to examine the applicability of the four empirical equations considered in this study more thoroughly.

• 한국의상디자인학회지
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• 제25권3호
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• pp.127-141
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• 2023

The purpose of this study is to develop a textile pattern design using the columnar joints motif and a Tyvek fashion clutch bags using it. As a research method, first, through a literature review, columnar joint and Tyvek are understood, and design cases were considered. Second, through a survey, the purchase perception and design preference of columnar joints cultural products were analyzed. Third, based on the results of the survey on color and print, the pattern design for each type of columnar joint were developed, and the uv-printed Tyvek clutch bag was developed. The results of this study are as follows. First, the reason why the public was not attracted to the purchase of cultural products was dissatisfaction with practicality, price adequacy, and aesthetics. Therefore, it was analyzed that quality, practicality, price, carry-on storage, collection value, and casualness, as well as aesthetic design were important factors for purchasing factors pursued by consumers. Second, consumers preferred small goods the most for cultural products, and they pursued the use of colorful and contrasting colors, modern and geometric patterns, and eco-friendly materials, such as Tyvek. Third, columnar joint can be classified into three cross sections and four arrangements. The design unit of the columnar joint could be expressed as a hexagonal column, and 12 different pattern designs could be developed according to the cross sections and arrangements type. In addition, it was found that it was easy to produce fashion products suitable for the sensibility of modern people by utilizing Tyvek materials.

• Steel and Composite Structures
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• 제49권5호
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• pp.533-546
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• 2023

Cost-effective solutions provided by composite construction are gaining popularity which, in turn, promotes the appearance on the market of new types of composite sections that allow not only to take advantage of the synergy of steel and concrete working together at room temperature, but also to improve their behaviour at high temperatures. When combined with high performance materials, significant load-bearing capacities can be achieved even with reduced cross-sectional dimensions. Steel-reinforced concrete-filled steel tubular (SR-CFST) columns are one of these innovative composite sections, where an open steel profile is embedded into a CFST section. Besides the renowned benefits of these typologies at room temperature, the fire protection offered by the surrounding concrete to the inner steel profile, gives them an enhanced fire performance which delays its loss of mechanical capacity in a fire scenario. The experimental evidence on the fire behaviour of SR-CFST columns is still scarce, particularly when combined with high performance materials. However, it is being much needed for the development of specific design provisions that consider the use of the inner steel profile in CFST columns. In this work, a new experimental program on the thermo-mechanical behaviour of SR-CFST columns is presented to extend the available experimental database. Ten SR-CFST stub columns, with circular and square geometries, combining high strength steel and concrete were tested. It was seen that the circular specimens reached higher failure times than the square columns, with the failure time increasing both when high strength steel was used at the embedded steel profile and high strength concrete was used as infill. Finally, different proposals for the reduction coefficients of high performance materials were assessed in the prediction of the cross-sectional fire resistance of the SR-CFST columns.

• 한국농공학회지
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• 제10권1호
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• pp.1394-1408
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• 1968

The tidal discharge is defined as the quantity of water flowing through a certain cross-section per unit of time, in contrast to river discharges, tidal discharges change periodically in magnitude and direction. Thus the total volumes of water flowing into again out of the system-called flood volume and ebb volume, respectively, depend on both the tidal and the river discharges. To ditermine the tidal discharge and the flood and ebb volumes of the Yong-san river, the discharges were measured at spring, mean and neap tide and simultaneous gage reading were taken at Samhak-do, Lower Myo-do, Myongsan-ni and Naju. The general procedure for measuring the tidal discharges was as follows. First, several cross-sections were measured and one of them was chosen. First, several cross-sections were measured and one of them was chosen. Then verticals were serected in the chosen cross section. Because comparatively few verticals should be representative of the discharge distribution over the river profile, the selection was done in accordance with the somtimes irregular bottom profile. The velocities were measured with the same current meters. The observations which included water level readings were continued for a period of about 13 hours. The current direction meter, a pyramid shaped resistance body, suspend in the water on a thin wire. The bubble in a circular tilting level fixed to the wire indicates the direction of the current. Reading were taken at intervals of 1m for depths of 10m or less, and for depths over 10m at intervals of 2m, going downwards and upwards. The averages of the two velocities were used for the computation of the discharges. The discharges and the flood and ebb volumes were ditermined by a graphical method. The mean velocities, corrected for their direction when necesary, were ditermined for each time interval and each vertical, and these velocities were plotted against the time. The resulting curves show possible mistakes very clearly, and the effect of observation errors could be reduced. The corrected velocities read from the curve at half-hour intervals were multiplied by the depth at the virtical at the corresponding time. The discharges thus found were ploted against the position of the vertical in the transit and joined by a smooth curve, integration of the curve rendered the total discharges as they occurred of half-hour intervals. Plotting these total discharges against the time yeilded during the day. The flood and ebb volumes were obtained by integration of the total discharge curve.

• 비파괴검사학회지
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• 제21권5호
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• pp.510-517
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• 2001

본 연구는 와전류 형상인식 기법을 증기발생기 세관의 보다 실제적인 결함 평가 문제에 적용하기 위한 목적으로 시도되었다. 이를 위해 증기발생기 세관에 발생하는 실제적인 결함을 보다 사실적으로 모사하는 다섯 가지 형태의 외벽 결함을 선택하고, 이들 결함의 크기 인자와 시험주파수를 변화시켜 가면서, 유한요소 수치해석 프로그램을 이용하여 이론적인 결함신호를 생성하였다. 그리고, 이들 결함신호의 분석을 효율적으로 수행하기 위한 도구로서, '와전류 특징추출 프로그램', '와전류 특징분석 프로그램', 그리고 'PNN 결함분류 프로그램'을 자체적으로 개발하였다. 비대칭 단면을 갖는 결함의 신호는 교점이 원점으로부터 이격되는 현상이 관찰되었는데, 이러한 특성을 반영하는 특징을 추가하여 총 18개의 특징을 시험주파수 별로 정의하였다. 이 특징들을 이용하여 결함을 분류하는 확률신경회로망을 구성하고 결함 분류를 수행한 결과, 결함단면의 대칭성 여부를 결정하는 문제에서는 비교적 높은 정확도를 얻었으나, 결함선단의 첨도를 판단하는 문제에서는 낮은 정확도를 얻었다.

• 한국수자원학회논문집
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• 제44권5호
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• pp.363-376
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• 2011

하천 홍수해석 분야에서 가장 널리 이용되고 있는 1차원 동수역학 수치모형의 입력자료는 상하류단 경계조건, 조도계수, 하도단면 등이며, 계산 시간간격 및 거리간격의 선정은 계산결과의 정확성, 안정성, 효율성 확보를 위한 핵심 요소이다. 본 연구에서는 기존 단면간격 선정기법의 이론적 배경을 검토하였고, 매 시간단계별로 도출되는 흐름특성을 반영하여 계산거리간격을 추정하는 가변 계산거리간격 추정 기법을 제안하였다. 제안된 기법을 1차원 부정류 수치모형과 연계하여 Teton 댐 붕괴 및 한강 홍수 사상에 대해 적용함으로써 기존 고정 계산거리간격 추정 기법에 의한 해석결과와 비교하였다. 더 많은 내삽단면이 사용될 경우, 수치 수렴성 실험 결과는 수치해의 정확성과 안정성이 높아짐을 나타내었고, 본 연구에서 제안된 기법은 기존 고정 계산거리간격 추정기법보다 적은 단면개수로 동일한 정도의 정확도를 나타냄으로써 계산 효율성을 크게 향상시켰다. 본 연구에서 개발된 기법의 실무적용을 통해 정확성과 안정성뿐만 아니라 높은 효율성을 갖는 하천 홍수해석이 가능할 것으로 판단된다.

• 대한토목학회논문집
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• 제33권5호
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• pp.1935-1946
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• 2013

본 연구에서는 변단면 단일 현장타설말뚝의 거동 특성을 평가하고자 현장재하시험 사례를 분석하였으며, 또한 3차원 유한요소해석을 이용하여 말뚝 내부에서 발생하는 응력을 통해 심도별 휨응력을 산정하였다. 분석 결과, 단일 현장타설말뚝의 변단면 부근에서 휨응력이 집중되어 재료파괴가 발생하기 가장 쉬운 것을 알 수 있었다. 이를 토대로, 단일 현장타설말뚝의 기둥-말뚝 직경비와 수평 균열하중비 관계를 통해 최적의 기둥-말뚝 직경비를 제안하였다. 연구 결과, 최적의 기둥-말뚝 직경비는 기둥-말뚝 직경비와 수평 균열하중비 관계 곡선의 변곡점 부근에서 산정되었으며, 단일 현장타설말뚝 설계에 최적 변단면 특성을 고려한다면 개선된 설계가 이루어질 수 있을 것으로 판단되었다.

• 한국수자원학회논문집
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• 제43권2호
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• pp.233-243
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• 2010

하도의 횡단 및 종단 지형자료와 조도계수를 이용하여 자연하천에 대한 Muskingum-Cunge 모형의 매개변수들을 추정하는 방법을 제안하였다. 우선 각 단면에서의 다양한 수위에 대하여 통수단면 및 동수반경을 계산한 후, Manning 공식을 이용하여 유량을 산정한다. 이러한 과정은 하도에서의 모든 단면에 대하여 반복되며, 최종적으로 통수단면과 유량을 통한 회귀 분석에 의하여 매개변수들을 추정한다. 이와 같은 Muskingum-Cunge 모형의 매개변수 추정과정을 남한강 구간에 적용하였다. 추정된 매개변수들을 사용한 Muskingum-Cunge 모형의 계산결과는 무차원 RMS 오차, 첨두유량의 크기 및 발생시각 등 모든 면에서 HEC-1의 Muskingum-Cunge 모형에 비하여 동역학적 모형의 계산결과와 잘 일치하는 것으로 나타났다.