• 한국세라믹학회지
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• 제51권5호
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• pp.435-441
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• 2014

Silicon carbide-based ceramics and their composites have been studied for application to fusion and advanced fission energy systems. For fission reactors, $SiC_f$/SiC composites can be applied to core structural materials. Multilayered SiC composite fuel cladding, owing to its superior high temperature strength and low hydrogen generation under severe accident conditions, is a candidate for the replacement of zirconium alloy cladding. The SiC composite cladding has to retain its mechanical properties and original structure under the inner pressure caused by fission products; as such it can be applied as a cladding in fission reactor. A hoop strength test using an expandable polyurethane plug was designed in order to evaluate the mechanical properties of the fuel cladding. In this paper, a hoop strength test of the multilayered SiC composite tube for nuclear fuel cladding was simulated using FEA. The stress caused by the plug was distributed nonuniformly because of the friction coefficient difference between the inner surface of the tube and the plug. Hoop stress and shear stress at the tube was evaluated and the relationship between the concentrated stress at the inner layer of the tube and the fracture behavior of the tube was investigated.

• 콘크리트학회논문집
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• 제22권3호
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• pp.357-366
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• 2010

이 연구에서는 경계부재내에 다양한 형태의 횡보강근 상세를 가진 전단벽에 대한 실험연구를 다루고자 한다. 연구의 주요 내용은 시공성 개선을 위해 사각나선 횡보강근과 헤드가 있는 크로스타이로 전단벽의 경계부재내 콘크리트를 구속함에 따른 거동을 실험적으로 관찰하는 것이다. 이 두 가지 상세는 공장에서 제작된 후 현장에서 조립만 할 경우, 현장작업량을 줄일 수 있는 상세로 고려될 수 있으며, 이 연구에서는 이 두 가지 상세를 가진 전단벽에 대한 구조성능을 구명하고자 한다. 실험의 주요변수는 경계부재내 횡보강근의 형태로서 기존의 띠철근, 사각나선근, 그리고 기존 크로스타이와 헤드가 있는 크로스타이를 사용한 경우로서, 총 4개의 바벨형상의 전단벽 실험체를 제작하고 일정 축력 아래에서 반복하중 실험을 통하여 그 성능을 평가한다. 콘크리트 공칭강도의 10%의 일정축력 작용상태에서 횡방향 반복가력을 실시하여 구조성능을 평가한다. 실험 결과 전단벽의 경계부재내 시공성 개선을 위해 제안된 사각나선근과 기계적 정착장치를 사용함으로써 재래의 보강방법과 거의 동등한 구조성능을 확보할 수 있는 것으로 나타났다. 또한 띠철근의 직경이 크고 횡보강근의 체적비가 다소 높은 SW-Hh시험체가 항복 이후 균열이 닫힌 다음 강성이 높아짐으로 인하여 전체적인 소산에너지 면적이 다른 시험체에 비하여 높게 나타났으나 최대강도 도달 이후 내력이 다소 급격히 저하되는 것으로 나타나 강도와 연성의 확보측면에서 횡보강근의 체적비와 함께 간격에 대한 고려가 필요한 것으로 판단된다.

• 한국전산구조공학회논문집
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• 제35권1호
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• pp.45-55
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• 2022

현 설계기준에서 제시한 단부횡보강 상세는 시공성과 생산품질이 현저히 떨어지므로 내진성능과 시공성을 확보할 수 있는 RC 구조벽체의 단부횡보강 상세 개발이 필요하다. 최근 선재 제작기술의 발전으로 다양한 선조립철근의 제작이 가능해지고 있으며 특히 다양한 연속횡보강 철근 상세의 제작이 가능하게 되었다. 본 연구에서는 사각 연속횡보강 선조립철근 단부횡보강 상세를 적용한 RC 구조벽체의 모멘트-곡률 관계에 대한 분석을 진행하였다. 비선형 단면해석에 의하면 사각 연속횡보강의 상세를 적용한 RC 구조벽체는 사각 연속횡보강 영역의 면적이 증가할수록 내진성능을 확보할 수 있다. 이러한 연구결과에 근거하여 사각 연속횡보강 선조립 철근의 상세 적용시, 단부횡보강 영역의 면적만큼 사각 연속횡보강 영역의 면적을 확보해야 한다.

• 한국건축시공학회지
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• 제13권3호
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• pp.291-305
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• 2013

This paper presents the continuous hoop reinforcement method as a means to overcome the difficulty of rebar construction due to the seismic detail of lateral reinforcement. Because the continuous hoop has no seismic hook, and there is less interference during the rebar work, rebar quantities and construction time can be reduced. Since the details of column and beam continuous hoops are different from those of conventional lateral reinforcements, the construction method should be developed through mock-up tests. The length of the beam mock-up is 8m and the section size is $500mm{\times}700mm$, the height of the column mock-up is 2.8m and 4m, and the section size is $800{\times}800mm$. The length and the size are determined based on the elements that are generally used in reinforced concrete basement parking lots and office buildings. The results of the mock-up test showed that the quantities of rebar could be reduced by 20% and the time could be reduced by up to 40% compared with conventional lateral reinforcements.

• Structural Engineering and Mechanics
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• 제31권6호
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• pp.679-696
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• 2009

The paper aims at analyzing the stress distribution around an underground opening that is subjected to non-symmetrical surface loading with emphasis on opening shapes with sharp corners and the stress concentrations developed at these locations. The analysis is performed utilizing the BIE method coupled with the Neumann's series. In order to implement this approach, the special recurrent relations for half plane were proven and the modified Shanks transform was incorporated to accelerate the series convergence. To demonstrate the capability of the developed approach, a horseshoe shape opening with sharp corners was investigated and the location and magnitude of the maximum hoop stress was calculated. The dependence of the maximum hoop stress location on the parameters of the surface loading (degree of asymmetry, size of loaded area) and of the opening (the opening height) was studied. It was found that the absolute magnitude of the maximum hoop stress (for all possible surface loading locations) is developed at the roof points when the opening height/width ratio is relatively large or when the pressure loading area is relatively narrow (compared to the roof arch radius), and contrarily, when the opening height/width ratio is relatively small or when the surface pressure is applied to a relatively wide area, the absolute magnitude of the maximum hoop stress is developed at the bottom sharp corner points.

• Nuclear Engineering and Technology
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• 제49권8호
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• pp.1740-1747
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• 2017

To investigate allowable peak cladding temperature and hoop stress for maintenance of cladding integrity during interim-dry storage and subsequent transport, zirconium alloy cladding tubes were hydrogen-charged to generate 250 ppm and 500 ppm hydrogen contents, simulating spent nuclear fuel degradation. The hydrogen-charged specimens were heated to four peak temperatures of $250^{\circ}C$, $300^{\circ}C$, $350^{\circ}C$, and $400^{\circ}C$, and then cooled to room temperature at cooling rates of $0.3^{\circ}C/min$ under three tensile hoop stresses of 80 MPa, 100 MPa, and 120 MPa. The cool-down specimens showed that high peak heat-up temperature led to lower hydrogen content and that larger tensile hoop stress generated larger radial hydride fraction and consequently lower plastic elongation. Based on these out-of-pile cladding tube test results only, it may be said that peak cladding temperature should be limited to a level < $250^{\circ}C$, regardless of the cladding hoop stress, to ensure cladding integrity during interim-dry storage and subsequent transport.

• 방사성폐기물학회지
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• 제19권2호
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• pp.205-214
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• 2021

Currently, the interim storage pools of spent fuels in South Korea are expected to become saturated from 2024. It is required to prepare an operation plan of a domestic dry storage facility during a long-term period, with the researches on safety evaluation methods. This study modified the FRAPCON code to predict the spent fuel integrity evaluation such as the axial cladding temperature, the hoop stress and hydrogen distribution in dry storage. The cladding temperature in dry storage was calculated using the COBRA-SFS code with the burnup information which was calculated using the FRAPCON code. The hoop stress was calculated using the ideal gas equation with spent fuel information such as rod internal pressure. Numerical analysis method was used to calculate the degree of hydrogen diffusion according to the hydrogen concentration and temperature distribution during a dry storage period. Before 50 years of dry storage, the cladding temperature and hoop stress decreased rapidly. However, after 50 years, they decreased gradually and the cladding temperature was below 400 K. The initial temperature distribution and hydrogen concentration showed a parabolic line, but hydrogen was transferred by the hydrogen concentration and temperature gradient over time.

• 항공우주시스템공학회지
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• 제17권6호
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• pp.127-132
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• 2023

본 연구에서는 필라멘트 와인딩 공법을 적용한 Type 4 압력용기의 설계를 수행하였다. 수소저장용 탱크의 설계인 점을 고려하여 누설을 방지하기 위해 라이너는 고분자 고밀도 폴리에틸렌(HDPE)을 적용하였고 복합재 구조는 카본/에폭시를 Hoop 방향과 Helical 방향으로 적층하여 설계하였다. 이론적 접근으로 Helical 섬유의 각도와 Hoop, Helical 각각의 섬유 두께를 결정하여 설계하였다. 설계에 대한 안전성은 상용소프트웨어인 ANSYS를 활용하여 유한요소 해석으로 검증하였다.

• 대한물리의학회지
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• 제12권1호
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• pp.9-14
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• 2017

PURPOSE: To evaluate the effect of weight shift training with Hula Hoop on weight shift change and gait in stroke patients. METHODS: Ten stroke patients were enrolled in this study, and randomly divided into 2 groups. The study group underwent weight shift training with Hula Hoop, while the control group received general physical therapy that included weight shift training. All the studies were performed over a period of 4 weeks. Before and after the intervention, plantar pressure and performance in the 10 m walk test (10MWT) were assessed. Wilcoxon signed ranks test was used to compare the change from before to after the intervention in each group. The differences between the study and control groups were analyzed by using the Mann-Whitney test. RESULTS: After 4 weeks of intervention, the change in weight shift and performance in the 10MWT from before to after the experiment showed no statistical significance (p>.05). In addition, the comparison between the groups showed no significance in terms of weight-shift change, and performance in the 10MWT (p>.05). CONCLUSION: Although the difference was not statistically significant, the degree of improvement was similar to that attained with the conventional exercise treatment related to weight- shift training. During the course of the treatment, the patients received feedback through repeated training by themselves. Weight-shift training with Hula Hoop would be effective in improving the walking ability and weight-shifting on the paralyzed side of stroke patients. In the future, the effectiveness of this training would need to be validated.

• 한국추진공학회:학술대회논문집
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• 한국추진공학회 2009년도 제33회 추계학술대회논문집
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• pp.429-432
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• 2009

섬유 방향 물성은 복합재 연소관의 내압 변형 및 파열 압력에 직접적인 영향을 미치므로, 우수한 성능의 복합재 연소관 개발을 위해서는 정확한 섬유 방향 물성 측정이 우선되어야 한다. 그러나 복합재 연소관의 섬유 방향 물성은 제작 공정 변수(와인딩 장비, 작업자, 작업환경 등)와 크기 효과에 의해 비교적 큰 영향을 받으므로 기존의 시편 시험 방법으로는 정확한 섬유 방향 물성 측정이 어렵다. 제품으로부터 다량의 링 시편을 채취, 시험할 수 있는 Hoop ring 시험 방법이 제시되었고, 실물 연소관의 수압 파괴 시험으로부터 구한 섬유 방향 물성과 근접된 좋은 일치를 나타내었다.