• 제목/요약/키워드: Effect of mass reduction

검색결과 424건 처리시간 0.032초

가전기기용전동기의 전자소음과 진동의 방지대책에 관한 연구 (Study on the Reduction Method of Magnetic Noise and Vibration in Home Electric Motors)

  • 황영문;조철제
    • 전기의세계
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    • 제26권5호
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    • pp.74-82
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    • 1977
  • This study is to present a method for reductin of noise and vibration of home electric motors coupled to the mechanical load causing relatively big amplitude of vibration. The noise and vibration factors have been analysed in the divisions such as the pattern related to the armature reaction, the pattern related to the circulating current by induction and the other patterns those are affected by a dditive magnetic field and have an effect on mechanical constants. From the systematic mutual relations between the patterns and daping effects, it is possible to derive the fundamental measure for reduction of noise and vibration. Vibration measurements and analysis were carried out in accordance with the planned experimentation and thre object model was chosen randomly from the production line in a factory where home electric machines were mass-produced. Based on the above-mentioned fundamental measure, suppression effects on noise and vibration have been analysed according to the number of slots, the amount of rotor skew and the way the stator winding connection was series or parallel.

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건강기능식품의 체중 감량 효과 (The Effect of Health Functional Food on Body Weight Reduction)

  • 주남석
    • 비만대사연구학술지
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    • 제1권2호
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    • pp.59-65
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    • 2022
  • Obesity is a serious health concern, which has been linked to an increased risk for cardiovascular diseases and some cancers. The traditional obesity control program is expensive. Moreover, it is difficult to maintain a healthy body weight as well as reduce body fat. The long-term use of effective and tolerable medication is carefully recommended to control body weight. In addition to obesity control medications, health functional foods, related to body weight control, have become popular in the commercial market. Known mechanisms include lipolysis, appetite control, inflammation reduction, and lean body mass maintenance. Previous clinical trials have documented the efficacy of some health functional foods; however, there are limitations. Studies on the potential roles and efficacy of some health functional foods, including caffeine, green tea, protein supplement, probiotics, and arginine, were reviewed. More large-scale and randomized placebo-controlled trials should be conducted eventually.

석탄 가스화 용융 슬래그를 혼합잔골재로 활용한 매스 콘크리트 수화열 저감 (Reduction of Hydration Heat of Mass Concrete Using Coal Gasification Slag as Mixed Fine Aggregates)

  • 한민철;김종;최일경;한준희
    • 한국건축시공학회지
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    • 제21권6호
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    • pp.551-562
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    • 2021
  • 본 연구에서는 IGCC에서 발생하는 부산물인 CGS를 콘크리트용 혼합 잔골재로써 효율적으로 활용하는 방안을 제시하기 위하여 플라이애시 치환 매스 콘크리트의 수화열 저감 효과를 확보하기 위한 방안으로 CGS 기반 혼합 잔골재와 플라이애시 치환에 따른 수화열 저감 특성 분석 및 해석을 실시 하고자 한다. 따라서, 매스 콘크리트의 수화열 저감을 위하여 활용되는 플라이애시 기반 저발열 결합재에 CGS를 잔골재로 치환하여 최적의 조합으로 FA 30% 및 CGS를 잔골재로 50% 치환할 경우 저발열 결합재 FA를 단일 치환한 경우보다 복합상승 효과에 따라 수화열 저감 성능이 더 크게 나타났다. 따라서 산업부산물인 CGS 골재 조합에 플라이애시를 복합 치환한 분체-골재조합 재료 시스템은 매스 콘크리트 수화열 저감 공법의 효율적인 대안으로서 활용이 기대된다.

Thermal diffusion and diffusion thermo effects on an unsteady heat and mass transfer magnetohydrodynamic natural convection Couette flow using FEM

  • Raju, R. Srinivasa;Reddy, G. Jithender;Rao, J. Anand;Rashidi, M.M.
    • Journal of Computational Design and Engineering
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    • 제3권4호
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    • pp.349-362
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    • 2016
  • The numerical solutions of unsteady hydromagnetic natural convection Couette flow of a viscous, incompressible and electrically conducting fluid between the two vertical parallel plates in the presence of thermal radiation, thermal diffusion and diffusion thermo are obtained here. The fundamental dimensionless governing coupled linear partial differential equations for impulsive movement and uniformly accelerated movement of the plate were solved by an efficient Finite Element Method. Computations were performed for a wide range of the governing flow parameters, viz., Thermal diffusion (Soret) and Diffusion thermo (Dufour) parameters, Magnetic field parameter, Prandtl number, Thermal radiation and Schmidt number. The effects of these flow parameters on the velocity (u), temperature (${\theta}$) and Concentration (${\phi}$) are shown graphically. Also the effects of these pertinent parameters on the skin-friction, the rate of heat and mass transfer are obtained and discussed numerically through tabular forms. These are in good agreement with earlier reported studies. Analysis indicates that the fluid velocity is an increasing function of Grashof numbers for heat and mass transfer, Soret and Dufour numbers whereas the Magnetic parameter, Thermal radiation parameter, Prandtl number and Schmidt number lead to reduction of the velocity profiles. Also, it is noticed that the rate of heat transfer coefficient and temperature profiles increase with decrease in the thermal radiation parameter and Prandtl number, whereas the reverse effect is observed with increase of Dufour number. Further, the concentration profiles increase with increase in the Soret number whereas reverse effect is seen by increasing the values of the Schmidt number.

암반분류변수를 이용한 침하에 따른 수리전도도 변화 해석 (Hydraulic Conductivity Changes Due to Subsidence Using Rock Mass Classification Parameters)

  • 윤용균;김장순;김종우
    • 터널과지하공간
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    • 제13권4호
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    • pp.321-329
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    • 2003
  • 채굴적의 붕괴에 따른 침하에 의해 발생하는 변형률 의존 수리전도도 변화를 조사하였다. 수직 및 전단벨변형률, 탄성계수감소비, 절리간격 등은 수리전도도 변화를 좌우하는 주요 인자들이다. 탄성계수감소비는 RMR에 의해 절리간격은 RQD로 표현함으로서 심하게 파쇄된 암반에서부터 무결암까지의 모든 조건을 나타내는 현지암반의 수리전도도 변화를 결정할 수 있다. 지표 부근에서의 수리전도도 변화는 별로 나타나지 않으며 채굴적 주변에서의 변화가 큰 것으로 나타났다. 침하에 의해 수리전도도가 1보다 커지는 지역은 채굴적 상부 약 20m 구간까지 인 것으로 조사되었다. 전단변형률도 채굴적 주변에서의 수리전도도 증가에 큰 역할을 하는 것으로 나타났다. RMR이 감소함에 따라 채굴적 주변의 수리전도도는 증가하는 것으로 나타났는데 이는 RMR이 낮은 불량 암반에서의 침하가 수리전도도에 큰 영향을 미친다는 것을 의미한다.

Failure probability of tall buildings with TMD in the presence of structural, seismic, and soil uncertainties

  • Sadegh, Etedali;Mohammad, Seifi;Morteza, Akbari
    • Structural Engineering and Mechanics
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    • 제85권3호
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    • pp.381-391
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    • 2023
  • The seismic performance of the tall building equipped with a tuned mass damper (TMD) considering soil-structure interaction (SSI) effects is well studied in the literature. However, these studies are performed on the nominal model of the seismic-excited structural system with SSI. Hence, the outcomes of the studies may not valid for the actual structural system. To address the study gap, the reliability theory as a useful and powerful method is utilized in the paper. The present study aims to carry out reliability analyses on tall buildings equipped with TMD under near-field pulse-like (NFPL) ground motions considering SSI effects using a subset simulation (SS) method. In the presence of uncertainties of the structural model, TMD device, foundation, soil, and near-field pulse-like ground motions, the numerical studies are performed on a benchmark 40-story building and the failure probabilities of the structures with and without TMD are evaluated. Three types of soils (dense, medium, and soft soils), different earthquake magnitudes (Mw = 7,0. 7,25. 7,5 ), different nearest fault distances (r = 5. 10 and 15 km), and three seismic performance levels of immediate occupancy (IO), life safety (LS), and collapse prevention (CP) are considered in this study. The results show that tall buildings built near faults and on soft soils are more affected by uncertainties of the structural and ground motion models. Hence, ignoring these uncertainties may result in an inaccurate estimation of the maximum seismic responses. Also, it is found the TMD is not able to reduce the failure probabilities of the structure in the IO seismic performance level, especially for high earthquake magnitudes and structures built near the fault. However, TMD is significantly effective in the reduction of failure probability for the LS and CP performance levels. For weak earthquakes and long fault distances, the failure probabilities of both structures with and without TMD are near zero, and the efficiency of the TMD in the reduction of failure probabilities is reduced by increasing earthquake magnitudes and the reduction of fault distance. As soil softness increases, the failure probability of structures both with and without TMD often increases, especially for severe near-fault earthquake motion.

A Theoretical Study for the Design of a New Ballistic Range

  • Rajesh G.;Lee J.M.;Back S.C.;Kim Heuy-Dong
    • Journal of Mechanical Science and Technology
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    • 제20권7호
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    • pp.1019-1029
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    • 2006
  • The ballistic range has long been employed in a variety of engineering fields such as high-velocity impact engineering, projectile aerodynamics, creation of new materials, etc, since it can create an extremely high-pressure state in very short time. Of many different types of ballistic ranges developed to date, two-stage light gas gun is being employed most extensively. In the present study, a theoretical work has been made to develop a new type of ballistic range which can easily simulate a flying projectile. The present ballistic range consists of high-pressure tube, piston, pump tube, shock tube and launch tube. The effect of adding a shock tube in between the pump tube and launch tube is investigated. This improvement is identified as the reduction in pressures in the high pressure tube and pump tube while maintaining the projectile velocity. Equations of motions of piston and projectile are solved using Runge-Kutta methods. Dependence of projectile velocity on various design factors such as high pressure tube pressure, piston mass, projectile mass, area ratio of pump tube to launch tube and type of driver gas in the pump tube are also analyzed. Effect of various gas combinations is also investigated. Calculations show that projectile velocities of the order 8 km/sec could be achieved with the present ballistic range.

난연처리된 목재의 연소속도에 관한 연구 (A Study on the Burning Rate of Fire Retardant Treated Wood)

  • 박형주
    • 한국안전학회지
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    • 제22권6호
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    • pp.46-54
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    • 2007
  • The purpose of this study was to examines the burning rate of fire retardant treated wood in the cone heater with a one-dimensional integral model. The wood samples used in this study were four species. The species of woods are Redwood, White oak, Douglas fir and Maple. Each sample was nominally 50mm thick and 100mm square. Samples were exposed to a range of incident heat fluxes 10 to $35kW/m^2$ using the cone heater. A one-dimension integral model has been used to predict burning rate, heat of gasification, flame heat fluxes, charring rate and char depth of samples. As a result measurement of mass loss rate, softwoods(Redwood and Douglas fir) has relatively low value than those for hardwoods(White oak and Maple). Average charring rate of woods in case of fire retardant treatment showed reduction effect of 41.29%, 50.00%, 48.18% and 60.82% for Redwood, Douglas fir, White fir and Maple, respectively. Almost all the predictions from integral model showed faster charring than those measured. Average difference between predictions and experimental data was 16%, 9.5% and 11.8% for N, F1 and F2 respectively. Water-soluble fire retardant used in this study find out more effect in hardwood than softwood from the result of measurement of mass loss rate and average charring rate.

Effect of Heat Treatment on Radiation Shielding Properties of Concretes

  • Singh, Vishwanath P.;Tekin, Huseyin O.;Badiger, Nagappa M.;Manici, Tubga;Altunsoy, Elif E.
    • Journal of Radiation Protection and Research
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    • 제43권1호
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    • pp.20-28
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    • 2018
  • Background: Heat energy produced in nuclear reactors and nuclear fuel cycle facilities interactions modifies the physical properties of the shielding materials containing water content. Therefore, in the present paper, effect of the heat on shielding effectiveness of the concretes is investigated for gamma and neutron. The mass attenuation coefficients, effective atomic numbers, fast neutron removal cross-section and exposure buildup factors. Materials and Methods: The mass attenuation coefficients, effective atomic numbers, fast neutron removal cross-section and exposure buildup factors of ordinary and heavy concretes were investigated using NIST data of XCOM program and Geometric Progression method. Results and Discussion: The improvement in shielding effectiveness for photon and reduction in fast neutron for ordinary concrete was observed. The change in the neutron shielding effectiveness was insignificant. Conclusion: The present investigation on interaction of gamma and neutron radiation would be very useful for assessment of shielding efficiency of the concrete used in high temperature applications such as reactors.

고차 혼합 곡선보 요소에 의한 아치의 자유진동해석 (Free Vibration Analysis of Arches Using Higher-Order Mixed Curved Beam Elements)

  • 박용국;김진곤
    • 대한기계학회논문집A
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    • 제30권1호
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    • pp.18-25
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    • 2006
  • The purpose of this research work is to demonstrate a successful application of hybrid-mixed formulation and nodeless degrees of freedom in developing a very accurate in-plane curved beam element for free vibration analysis. To resolve the numerical difficulties due to the spurious constraints, the present element, based on the Hellinger-Reissner variational principle and considering the effect of shear deformation, employed consistent stress parameters corresponding to cubic displacement polynomials with additional nodeless degrees. The stress parameters were eliminated by the stationary condition, and the nodeless degrees were condensed by Guyan Reduction. Several numerical examples indicated that the property of the mass matrix as well as that of the stiffness matrix have a great effect on the numerical performance. The element with consistent mass matrix produced best results on convergence and accuracy in the numerical analysis of Eigenvalue problems. Also, the higher-order mixed curved beam element showed a superior numerical behavior for the free vibration analyses.