• 제목/요약/키워드: Rectangular Core

검색결과 135건 처리시간 0.024초

Reactor core analysis through the SP3-ACMFD approach. Part I: Static solution

  • Mirzaee, Morteza Khosravi;Zolfaghari, A.;Minuchehr, A.
    • Nuclear Engineering and Technology
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    • 제52권2호
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    • pp.223-229
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    • 2020
  • The present work proposes a solution to the static Boltzmann transport equation approximated by the simplified P3 (SP3) on angular, and the analytic coarse mesh finite difference (ACMFD) for spatial variables. Multi-group SP3-ACMFD equations in 3D rectangular geometry are solved using the GMRES solution technique. As the core time dependent analysis necessitates the solution of an eigenvalue problem for an initial condition, this work is hence devoted to development and verification of the proposed static SP3-ACMFD solver. A 3D multi-group static diffusion solver is also developed as a byproduct of this work to assess the improvement achieved using the SP3 technique. Static results are then compared against transport benchmarks to assess the proximity of SP3-ACMFD solutions to their full transport peers. Results prove that the approach can be considered as an acceptable interim approximation with outputs superior to the diffusion method, close to the transport results, and with the computational costs less than the full transport approach. The work would be further generalized to time dependent solutions in Part II.

Patterned FeTaN 연자성 박막을 이용한 RF inductor의 제조 (Fabrication of RF Inductor Using FeTaN Patterned Soft Magnetic Films)

  • 배석;김충식;류성룡;남승의;김형준;송재성;마사히로 야마구치
    • 한국자기학회지
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    • 제11권6호
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    • pp.239-244
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    • 2001
  • 최근 연구가 활발히 진행되고 있는 RF 대역에서 사용가능한 인덕터를 제조하여 특성을 평가하였다. 인덕턴스와 Q값을 높이기 위하여 5000 두께의 F $e_{78.81}$T $a_{8.47}$ $N_{12.71}$ 연자성박막을 삽입하였으며, 자성박막의 FMR 공진주파수를 인위적으로 확장시키기 위하여 pattern을 형성시켜 shape anisotropy를 증가시켰다. 또한 코일부분은 lift-off process를 이용하여 제조하였다. 제조된 인덕터의 디자인은 4턴의 rectangular spiral형태였으며, 측정된 특성은 Ti/Ag air-core의 경우 5 GHz까가지 공진이 없었으며 2GHz에서 Q값이 9, 인덕턴스 8.4nH였다. 자성박막을 이용한 경우 9 nH에 공진주파수는 약 700 MHz부근이었다.다.

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터빈블레이드의 냉각에서 충돌제트에 의해 변화되는 유동 및 열전달 특성에 관한 수치해석적 연구 (A numerical study of flow and heat transfer characteristics varied by impingement jet in turbine blade cooling)

  • 이정희;김신일;유홍선;최영기
    • 대한기계학회논문집B
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    • 제20권12호
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    • pp.4013-4026
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    • 1996
  • A numerical simulation has been carried out for the jet impinging on a flat plate and a semi-circular concave surface. In this computation finite volume method was employed to solve the full Navier-Stokes equation based on a non-orthogonal coordinate with non staggered variable arrangement. The standard k-.epsilon. turbulent model and low Reynolds number k-.epsilon. model(Launder-Sharmar model) with Yap's correction were adapted. The accuracy of the numerical calculations were compared with various experimental data reported in the literature and showed good predictions of centerline velocity decay, wall pressure distribution and skin friction. For the jet impingement on a semi-circular concave surface, potential core length was calculated for two different nozzle(round edged nozzle and rectangular edged nozzle) to consider effects of the nozzle shape. The result showed that round edged nozzle had longer potential core length than rectangular edged nozzle for the same condition. Heat transfer rate along the concave surface with constant heat flux was calculated for various nozzle exit to surface distance(H/B) in the condition of same jet velocity. The maximum local Nusselt number at the stagnation point occurred at H/B = 8 where the centerline turbulent intensity had maximum value. The predicted Nusselt number showed good agreement with the experimental data at the stagnation point. However heat transfer predictions along the downstream were underestimated. This results suggest that the improved turbulence modeling is required.

Performance assessment of buckling restrained brace with tubular profile

  • Cao, Yan;Azar, Sadaf Mahmoudi;Shah, S.N.R.;Salih, Ahmed Fathi Mohamed;Thiagi, Tiana;Jermsittiparsert, Kittisak;Ho, Lanh Si
    • Advances in nano research
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    • 제8권4호
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    • pp.323-333
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    • 2020
  • In recent years, there has been an upsurge for the usage of buckling restrained braces (BRB) rather than ordinary braces, as they have evidently performed better. If the overall brace buckling is ignored, BRBs are proven to have higher energy absorption capacity and flexibility. This article aims to deliberate an economically efficient yet adequate type of all-steel BRB, comprised of the main components as in traditional ones, such as : (1) a steel core that holds all axial forces and (2) a steel restrainer tube that hinders buckling to occurr in the core; there is a more practical detailing in the BRB system due to the elimination of a filling mortar. An investigation has been conducted for the proposed rectangular-tube core BRB and it is hysteric behavioral results have been compared to previous researches conducted on a structure containing a similar plate core profile that has the same cross-sectional area in its core. A loss of strength is known to occur in the BRB when the limiting condition of local buckling is not satisfied, thus causing instability. This typically occurs when the thickness of the restrainer tube's wall is smaller than the cross-sectional area of the core plate or its width. In this study, a parametric investigation for BRBs with different formations has been performed to verify the effect of the design parameters such as different core section profiles, restraining member width to thickness ratio and relative cross-sectional area of the core to restrainer, on buckling load evaluation. The proposed BRB investigation results have also been presented and compared to past BRB researches with a plate profile as the core section, and the advantages and disadvantages of this configuration have been discussed, and it is concluded that BRBs with tubular core section exhibit a better seismic performance than the ones with a plate core profile.

구형 도파관의 협벽에 이중 슬롯을 가진 비공진형 슬롯 도파관 안테나의 설계 (Design of the Non-Resonant SWG Antenna with Double Slots in the Narrow Wall of Rectangular Waveguide)

  • 허문만
    • 한국전자파학회논문지
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    • 제22권1호
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    • pp.106-113
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    • 2011
  • 본 논문에서는 구형 도파관의 협벽에 이중 슬롯을 가진 비공진형 슬롯 도파관 안테나를 설계하였다. 설계된 협벽 슬롯 도파관 안테나는 슬롯의 기울임 각도에 의해 복사되는 에너지가 결정되기 때문에, 요구되는 부엽 크기를 만족시키는 복사에너지의 크기 분포가 나오도록 각 슬롯의 기울임 각도를 조정하였다. 기울임 각도의 조정은 기존의 슬롯 도파관 안테나의 설계에서 주로 사용되는 슬롯 컨덕턴스 추출 방법이 아닌, 개개의 슬롯 개구면 필드를 푸리에 변환하여 원전계 복사 패턴을 계산하고, 원전계 복사 패턴으로부터 최대 크기의 분포를 산출하는 방법을 사용하였다. 제안된 방법으로 비공진형 이중 슬롯 도파관 안테나를 설계하고, 실제 제작하여 안테나 성능을 측정, 비교하였다.

Ultimate strength of rectangular concrete-filled steel tubular (CFT) stub columns under axial compression

  • Huang, Yan-Sheng;Long, Yue-Ling;Cai, Jian
    • Steel and Composite Structures
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    • 제8권2호
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    • pp.115-128
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    • 2008
  • A method is proposed to estimate the ultimate strength of rectangular concrete-filled steel tubular (CFT) stub columns under axial compression. The ultimate strength of concrete core is determined by using the conception of the effective lateral confining pressure and a failure criterion of concrete under true triaxial compression, which takes into account the difference between the lateral confining pressure provided by the broad faces of the steel tube and that provided by the narrow faces of the steel tube. The longitudinal steel strength of broad faces and that of the narrow faces of the steel tube are calculated respectively due to that buckling tends to occur earlier and more extensively on the broader faces. Finally, the proposed method is verified with experimental results. Corresponding values of ultimate strength calculated by ACI (2005), AISC (1999) and GJB4142-2000 are given respectively for comparison. It is found from comparison that the proposed method shows a good agreement with the experimental results.

헬름홀츠 공진에서 톱니 효과에 대한 수치적 연구 (Numerical Investigation of Serration Effect on the Helmholtz Resonance)

  • 이승수;전민우;이수갑
    • 한국소음진동공학회논문집
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    • 제26권1호
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    • pp.13-19
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    • 2016
  • The flow-excited Helmholtz resonance phenomenon was investigated numerically using Reynolds averaged Navier-Stokes approach. The fundamental cause of the Helmholtz resonance phenomenon is known as shedding of a single discrete vortex from orifice edge that travels during one period of the oscillation. In this study, serrated deflector, which is biomimetic design of the owl's feather, is used to split a single vortex into small vortices. Rectangular deflector and serrated deflector are compared with numerical results of pressure and streamline inside the cavity. Consequently, the serration breaks the shedding period of vortex core and eliminates the resonance. Also, it changes the flow pattern in according to the location of different serration height. By making inflows and outflows occur simultaneously in spanwise direction in the cavity, the period of Helmholtz resonance disappears. Comparing between rectangular deflector and serrated deflector, the serrated deflector can deal with the Helmholtz resonance more effectively.

Numerical investigation of two-phase natural convection and temperature stratification phenomena in a rectangular enclosure with conjugate heat transfer

  • Grazevicius, Audrius;Kaliatka, Algirdas;Uspuras, Eugenijus
    • Nuclear Engineering and Technology
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    • 제52권1호
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    • pp.27-36
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    • 2020
  • Natural convection and thermal stratification phenomena are found in large water pools that are being used as heat sinks for decay heat removal from the reactor core using passive heat removal systems. In this study, the two-phase (water and air) natural convection and thermal stratification phenomena with conjugate heat transfer in the rectangular enclosure were investigated numerically using ANSYS Fluent 17.2 code. The transient numerical simulations of these phenomena in the full-scale computational domain of the experimental facility were performed. Generation of water vapour bubbles around the heater rod and evaporation phenomena were included in this numerical investigation. The results of numerical simulations are in good agreement with experimental measurements. This shows that the natural convection is formed in region above the heater rod and the water is thermally stratified in the region below the heater rod. The heat from higher region and from the heater rod is transferred to the lower region via conduction. The thermal stratification disappears and the water becomes well mixed, only after the water temperature reaches the saturation temperature and boiling starts. The developed modelling approach and obtained results provide guidelines for numerical investigations of thermal-hydraulic processes in the water pools for passive residual heat removal systems or spent nuclear fuel pools considering the concreate walls of the pool and main room above the pool.

Thermal buckling of rectangular sandwich plates with advanced hybrid SMA/CNT/graphite/epoxy composite face sheets

  • Saeed Kamarian;Jung-Il Song
    • Advances in nano research
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    • 제14권3호
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    • pp.261-271
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    • 2023
  • The present study follows three main goals. First, an analytical solution with high accuracy is developed to assess the effects of embedding pre-strained shape memory alloy (SMA) wires on the critical buckling temperatures of rectangular sandwich plates made of soft core and graphite fiber/epoxy (GF/EP) face sheets based on piecewise low-order shear deformation theory (PLSDT) using Brinson's model. As the second goal, this study compares the effects of SMAs on the thermal buckling of sandwich plates with those of carbon nanotubes (CNTs). The glass transition temperature is considered as a limiting factor. For each material, the effective ranges of operating temperature and thickness ratio are determined for real situations. The results indicate that depending on the geometric parameters and thermal conditions, one of the SMAs and CNTs may outperform the other. The third purpose is to study the thermal buckling of sandwich plates with advanced hybrid SMA/CNT/GF/EP composite face sheets. It is shown that in some circumstances, the co-incorporation of SMAs and CNTs leads to an astonishing enhancement in the critical buckling temperatures of sandwich plates.

콘크리트 충전 원형 및 각형 합성 강관 기둥의 압축 거동에 관한 실험적 연구 (An Experimental Study on the Compression Behavior of the Circular and Square Tubular Steel Pipe filled with Concrete)

  • 박강근
    • 한국공간구조학회논문집
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    • 제6권1호
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    • pp.55-63
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    • 2006
  • 본 논문은 콘크리트 충전 원형 및 각형 합성 강관을 기둥부재로서의 적합성 및 적용성을 위한 연구로 두개의 강관을 합성한 콘크리트 충전 강관 기둥의 축압축 좌굴내력 및 변형형상에 대한 실험적 연구이다. 강관 기둥에 대한 연구는 콘크리트 충전 원형 강관 기둥, 콘크리트 충전 각형 강관 기둥, 콘크리트 충전 합성 강관 기둥으로 분류하여 실험을 수행하였다.

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