• Nuclear Engineering and Technology
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• 제7권4호
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• pp.277-284
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• 1975

TRIGA Mark-III 원자로에 설치된 조사시설에서 중성자-감마 혼합 방사선장의 상대적 선량분포 특성을 중성자와 감다 방사선에 대한 감응함수가 다른 한쌍의 열형광선량계를 사용하여 측정한 결과이다. 수평방향 및 수직방향의 거리에 따른 비교적 균일한 선량 분포를 공유한 지역은 조사실 바닥으로부터 약 40cm와 130cm의 높이데 있는 두 수평 평행판사이의 구역증 조사실쪽으로 반원통형으로 돌출된 알미늄 저수조표면에서 수평방향으로 100cm이상의 거리에 있는 지역에 한정됨이 관찰되었다. 그 이외의 지역은 급격한 선량구배 특성을 갖고 있었고 특히 반원통형 알미늄수조 표면근처와 조사실 콩크리트 차폐내벽근처에서 더욱 구배가 컸다.

• Journal of Magnetics
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• 제21권1호
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• pp.133-140
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• 2016

In this study the contralateral breast skin dose was decreased. It was to apply the results to the clinical study after analysis of different radiation dose amounts to contralateral breast with nonmagnetic bolus and without nonmagnetic bolus. A Rando phantom was computed tomography (CT) simulated, five treatment plans were generated: open tangents, open field in field, wedge 15, wedge 30, and intensity-modulated radiotherapy (IMRT) plan with 50.4 Gy to cover sufficient breast tissue. Contralateral breast skin dose was measured at 8 points using a glass dosimeter. The average contralateral breast dose using nonmagnetic bolus showed better excellence in decreasing the absorbed dose in the order of $168{\pm}11.1$ cGy, $131{\pm}10.2$ cGy (29%), $112{\pm}9.7$ cGy (49%), and $102{\pm}9.5$ cGy (64%) than changing the treatment plan. This study focused on decreasing the effect of scattered dose by use of a nonmagnetic bolus on the contralateral breast during radiotherapy in breast cancer patients and an intriguingly significant decrease was observed parallel to the opposed beam.

• Coupled systems mechanics
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• 제1권1호
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• pp.1-7
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• 2012

The problem of laterally loaded piles is particularly a complex soil-structure interaction problem. The flexural stresses developed due to the combined action of axial load and bending moment must be evaluated in a realistic and rational manner for safe and economical design of pile foundation. The paper reports the finite element analysis of pile groups. For this purpose simplified models along the lines similar to that suggested by Desai et al. (1981) are used for idealizing various elements of the foundation system. The pile is idealized one dimensional beam element, pile cap as two dimensional plate element and the soil as independent closely spaced linearly elastic springs. The analysis takes into consideration the effect of interaction between pile cap and soil underlying it. The pile group is considered to have been embedded in cohesive soil. The parametric study is carried out to examine the effect of pile spacing, pile diameter, number of piles and arrangement of pile on the responses of pile group. The responses considered include the displacement at top of pile group and bending moment in piles. The results obtained using the simplified approach of the F.E. analysis are further compared with the results of the complete 3-D F.E. analysis published earlier and fair agreement is observed in the either result.

• Steel and Composite Structures
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• 제21권6호
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• pp.1265-1285
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• 2016

This paper presents experimental results of advanced investigation carried out on the beams reinforced with Glass Fiber Reinforced Polymer (GFRP) rebar and stirrups. Twelve beams reinforced with GFRP and one beam with steel reinforcement of size $230{\times}300{\times}2000mm$ were investigated. Longitudinal reinforcement, shear span and spacing of stirrups were the main variables to form the set. In advanced testing three types of strain gauges for steel, composite and concrete surface were applied to observe strain/stress development against the applied load. Live data were recorded from four strain gauges applied on stirrups, one at center on longitudinal reinforcement, two on the concrete surface and central deflection during the test. Although the focus of the paper was mainly on the behavior of GFRP shear reinforcement, other parallel data were observed for the completeness of the test. Design recommendations of ISIS Canada Design Manual (2007), Japan Society of Civil Engineers (1997) and American Concrete Institute (ACI-440.1R-06) were reviewed. Shear design predictions were compared with experimental results in which it was observed that all the three standards provided conservative predictions. However, ACI found most efficient compare to other two there is room to improve the efficiency of the recommendations.

• Coupled systems mechanics
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• 제3권4호
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• pp.367-384
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• 2014

The study deals with the physical modeling of a typical single storeyed building frame resting on pile foundation and embedded in cohesive soil mass using the finite element based software SAP-IV. Two groups of piles comprising two and three piles, with series and parallel arrangement thereof, are considered. The slab provided at top and bottom of the frame along with the pile cap is idealized as four noded and two dimensional thin shell elements. The beams and columns of the frame, and piles are modeled using two noded one dimensional beam-column element. The soil is modeled using closely spaced discrete linear springs. A parametric study is carried out to investigate the effect of various parameters of the pile foundation, such as spacing in a group and number of piles in a group, on the response of superstructure. The response considered includes the displacement at the top of the frame and bending moment in columns. The soil-structure interaction effect is found to increase the displacement in the range of 38 -133% and to increase the absolute maximum positive and negative moments in the column in the range of 2-12% and 2-11%. The effect of the soil- structure interaction is observed to be significant for the type of foundation and soil considered in this study. The results obtained are compared further with those of Chore et al. (2010), wherein different idealizations were used for modeling the superstructure frame and sub-structure elements (foundation). While fair agreement is observed in the results in either study, the trend of the results obtained in both studies is also same.

• 한국광학회지
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• 제2권4호
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• pp.179-185
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• 1991

적외선 광원으로 $CO_2$ 레이저를 사용하였고 광속을 2.5 cm의 직경으로 확대하여 Twyman-Green 간섭계를 구성하였다. 각종 렌즈는 Ge 렌즈로, 광속분리기는 ZnSe 평행판으로 택하였다. Pyro-electric vidicon camera에 의해 CRT monitor에 간섭무늬를 제시하며 image card에 의해 digitize되고 PC로 강도분포가 입력되어 data처리된다. 여기서, 적외선 간섭무늬는 thermal paper 상에 기록하였다. 가시영역에서는 He-Nefp이저를 광원으로 하고 CCD 카메라로 검출하여 CRT monitor에 제시하였다. 파면수차함수, PSF, OTF가 계산되어 3차원 그래프로 제시되며 프린트 된다.

• 한국광학회지
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• 제9권1호
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• pp.25-30
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• 1998

본 논문에서는 다중모드 광섬유에서 발생하는 모드스페클 패턴을 이용한 M개의 입력단과 N개의 출력단 사이의 간단한 광연결 방법에 관하여 기술하였다. 적절히 여기된 모드스페클 패턴을 목적지 코드로 사용하고, M개의 홀로그램을 중첩기록한 Vander Lugt 정합필터를 사용하여 수신되는 모드스페클 패턴을 분리 검출함으로써 nonblocking 완전광연결이 가능함을 설명하였다. 광섬유에 입사되는 빔입사각을 바꾸어주거나, 입력광의 편광방향을 바꾸어주면서 출력단에 발생되는 모드 스페클 패턴들의 직교특성을 조사하였다. 임의의 M * N 광연결이 가능함을 보이기 위한 기초 실험으로 코어직경이 50.mu.m인 경사형 굴절율 분포의 4 * 4 다중모드 광섬유 결합기를 사용하여 1 * 2 광연결과 2 * 1 광연결 실험을 수행하였다.

• Steel and Composite Structures
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• 제31권3호
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• pp.233-242
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• 2019

Early detection of damage bonding state such as insufficient bonding strength and interface partial contact defect for the explosive clad pipe is crucial in order to avoid sudden failure and even catastrophic accidents. A generalized and efficient model of the explosive clad pipe can reveal the relationship between bonding state and vibration characteristics, and provide foundations and priory knowledge for bonding state detection by signal processing technique. In this paper, the slender explosive clad pipe is regarded as two parallel elastic beams continuously joined by an elastic layer, and the elastic layer is capable to describe the non-uniform bonding state. By taking the characteristic beam modal functions as the admissible functions, the Rayleigh-Ritz method is employed to derive the dynamic model which enables one to consider inhomogeneous system and any boundary conditions. Then, the proposed model is validated by both numerical results and experiment. Parametric studies are carried out to investigate the effects of bonding strength and the length of partial contact defect on the natural frequency and forced response of the explosive clad pipe. A potential method for identifying the bonding quality of the explosive clad pipe is also discussed in this paper.

• Steel and Composite Structures
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• 제38권5호
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• pp.547-562
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• 2021

This paper aims to explore the mechanical behavior and moment-rotation model of blind bolted joints between concrete-filled double skin steel tubular columns and steel-concrete composite beams. For this type of joint, the inner tube and sandwiched concrete were additionally identified as basic components compared with CFST blind bolted joint. A modified moment-rotation model for this type of connection was developed, of which the compatibility condition and mechanical equilibrium were employed to determine the internal forces of basic components and neutral axis. Following this, load transfer mechanism among the inner tube, sandwiched concrete and outer tube was discussed to assert the action area of the components. Subsequently, assembly processes of basic coefficients in terms of their stiffness and resistances based on the component method by simplifying them as assemblages of springs in series or in parallel. Finally, an experimental investigation on four substructure joints with CFDST columns for validation purposes was carried out to capture the connection details. The predicted results derived from the mechanical models coincided well with the experimental results. It is demonstrated that the proposed mechanical model is capable of evaluating the complete moment-rotation relationships of blind bolted CFDST column composite connections.

• 정보처리학회논문지:컴퓨터 및 통신 시스템
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• 제12권1호
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• pp.41-46
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• 2023

CT의 반복재구성법은 투영과 역투영을 번갈아 가며 최적의 단면 영상을 얻을 때까지 반복 수행하기 때문에 계산 시간이 오래 걸리는 단점이 있다. 영상재구성 시간을 단축하기 위하여 계산 시간이 많이 소요되는 투영을 빠르게 수행할 수 있는 알고리즘이 필요하다. 본 논문은 Siddon 알고리즘을 개선한 Jacobs 버전보다 대략 10% 빠른 알고리즘을 제안하였다. 제안한 알고리즘은 기존의 Jacobs 버전의 루프 횟수를 줄임으로써 계산 시간을 줄이도록 하였다. 제안한 방법은 계산속도뿐만 아니라 영상 품질 측면에서도 우수한 성능을 보였다. 평행빔의 경우에 대해 조사되었지만 향후 부채살빔 및 콘빔의 경우로 확장이 가능하다.