• Title/Summary/Keyword: non-homogeneous density

검색결과 49건 처리시간 0.035초

아스팔트 포장의 현장 밀도 추정을 위한 유전율 측정에 관한 연구 (On the Dielectric Constant Measurement for Asphalt Pavement Filed Density Estimation)

  • 김동식
    • 대한전자공학회:학술대회논문집
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    • 대한전자공학회 2009년도 정보 및 제어 심포지움 논문집
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    • pp.338-340
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    • 2009
  • The asphalt pavement is usually non-uniform since achieving a non-segregated and homogeneous asphalt mixture is very difficult. The segregation can occur in the mixed material before it is fed onto the road and it become segregated as it is being placed onto the road surface. Note that this segregation determines the performance of the asphalt pavement. Hence, it is necessary to check the segregation by estimating the density of the asphalt pavement in the field. In this paper, a research on estimating the density of the asphalt mixture by measuring the dielectric constant of the material is conducted. An RF transceiver and an antenna are designed and tested to a series of asphalt density samples, and discussions are shown.

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균질 지반과 비균질 지반에서 강관 모형말뚝의 수평거동 특성에 관한 모형실험 (Model Tests on the Characteristics of Lateral Behavior of Steel Pipe Pile in Homogeneous and Nonhomogeneous Soil Conditions)

  • 김병탁;김영수
    • 한국지반공학회지:지반
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    • 제14권6호
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    • pp.153-166
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    • 1998
  • 본 논문은 균질 및 비균질 낙동강 사질토 지반에서 수평 및 경사하중을 받은 강관 말뚝의 수평거동에 대한 모형실험 결과들을 고찰하였다. 비균질 지반은 상부와 하부층의 2개층으로 이루졌다. 본 연구의 목적은 말뚝의 수평거동에 대한 경사하중$(Q_\beta)$, 말뚝 근입길이에 대한 하부지반의 높이비 (H/S), 그리고 상.하부지반의 지반반력계수비$(E_{h1}E_{h2})$의 영향에 관하여 실험적인 연구를 수행하고 이러한 영향들을 정량화 할 수 있는 실험결과를 얻었다. 모형실험 결과들에 의하면, 비균질 지반에서 수평거동은 다른 인자들보다 $E_{h1}E_{h2}$에 더 의존하는 것으로 나타났다. 균질지반에 대한 비균질 지반의 수평변위비$(y_{H/L}/y_{H/L=0}$)와 말뚝 근입길이에 대한 하부지반의 높이비(H/L)의 관계는 지수 함수식으로 회귀분석 되었다. 경사하중을 받는 경우의 휨 모멘트-깊이 관계는 수평하중을 받는 말뚝의 경우와 상이하게 나타났으며, 상대밀도 90%에서는 최대 휨모멘트 발생깊이는 수평하중을 받는 경우보다 약 70% 깊어졌다.

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Free vibration of circular and annular membranes with varying density by the method of discrete singular convolution

  • Ersoy, Hakan;Ozpolat, Lutfiye;Civalek, Omer
    • Structural Engineering and Mechanics
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    • 제32권5호
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    • pp.621-634
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    • 2009
  • A numerical method is developed to investigate the effects of some geometric parameters and density variation on frequency characteristics of the circular and annular membranes with varying density. The discrete singular convolution method based on regularized Shannon's delta kernel is applied to obtain the frequency parameter. The obtained results have been compared with the analytical and numerical results of other researchers, which showed well agreement.

Effect of the Bottom Slope on the Formation of Coastal Front and Shallow-Sea Structure during Cold-Air Outbreak

  • Cheong, Hyeong-Bin;Kim, Young-Seup;Hong, Sung-Keun;Cheong, Hyeong-Bin
    • Journal of the korean society of oceanography
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    • 제32권3호
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    • pp.93-102
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    • 1997
  • Coastal circulations during the (surface condition of an) idealized cold-air outbreak are numerically investigated with two-dimensional, non-hydrostatic model in which a constant bottom-slope exists. The atmospheric forcing during a cold-air outbreak is incorporated as the surface cooling and the wind stress. When the offshore angle of the wind-stress vector, defined as the angle measured from the alongshore axis, is smaller than 45 degrees, a strong downwelling circulation develops near the coast. A sharp density front, which separates the vertically homogeneous region from the offshore stratified region, is formed near the coast and propagates offshore with time. Onshore side of the density front, small-scale circulation cells which are aligned in the direction perpendicular to the bottom begin to develop as the near-coast homogeneous region broadens. The surface cooling enhances greatly the development of the surface mixed layer by convective motions due to hydrostatic instability. The convective motions reach far below the hydrostatically unstable layer which is attached to the surface. The small-scale circulation cells are appreciably modified by the convetion cell and the density front develops far offshore compared to the case of no surface cooling. As to the effect of the bottom slope, the offshore distance of the density front increases (decreases) as the bottom slope decreases (increases), which results from the fact that the onshore volume-transport (Ekman transport) of the low-density upper seawater remains almost constant when the wind-stress is maintained constant. It is shown that the bottom slope is an essential factor for the formation of both the density front and the alongshore current when the surface cooling is the only forcing.

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나노분말 분쇄 및 분산용 고성능 초경합금 볼의 제조를 위한 분말사출성형 공법 (Powder Injection Molding Technique of Fabricating Cemented Tungsten Carbide Balls for Milling and Dispersing Nano-Powder)

  • 정성택;조주현;이민철;권영삼;전만수
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2007년도 춘계학술대회A
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    • pp.37-42
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    • 2007
  • We present a powder injection molding technique of fabricating cemented tungsten carbide(WC) balls for milling and dispersing nano-powder in this paper. The conventional powder metallurgy approach is investigated to reveal its drawbacks of density non-homogeneity. New procedures of powder injection molding for the homogeneous high-precision WC balls, involving the binding process, powder injection molding process and sintering process, are presented in detail. Each process is investigated empirically and numerically to obtain its engineering information, which can used for process optimization.

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Identification of flexible vehicle parameters on bridge using particle filter method

  • Talukdar, S.;Lalthlamuana, R.
    • Structural Engineering and Mechanics
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    • 제57권1호
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    • pp.21-43
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    • 2016
  • A conditional probability based approach known as Particle Filter Method (PFM) is a powerful tool for system parameter identification. In this paper, PFM has been applied to identify the vehicle parameters based on response statistics of the bridge. The flexibility of vehicle model has been considered in the formulation of bridge-vehicle interaction dynamics. The random unevenness of bridge has been idealized as non homogeneous random process in space. The simulated response has been contaminated with artificial noise to reflect the field condition. The performance of the identification system has been examined for various measurement location, vehicle velocity, bridge surface roughness factor, noise level and assumption of prior probability density. Identified vehicle parameters are found reasonably accurate and reconstructed interactive force time history with identified parameters closely matches with the simulated results. The study also reveals that crude assumption of prior probability density function does not end up with an incorrect estimate of parameters except requiring longer time for the iterative process to converge.

보헤마이트 졸겔법에 의한 알루미나 세라믹스의 저온소결 I. 상전이 및 소결거동 (Low Temperature Sintering of Alumina by Boehmite Sol-Gel Method I. Phase Transformation and Sintering Behavior)

  • 이형민;이홍림
    • 한국세라믹학회지
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    • 제34권11호
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    • pp.1187-1197
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    • 1997
  • Dry gel composed of primary particles more homogeneous than starting boehmite powder was prepared by dispersing and gelling the boehmite powder. The transformation temperatures of boehmite powder, dry gel seeded with 0, 1, 3, 5 wt% $\alpha$-Al2O3, and ball milled gel were 1192$^{\circ}C$, 1184$^{\circ}C$, 1141$^{\circ}C$, 1119$^{\circ}C$, 1117$^{\circ}C$, and 1106$^{\circ}C$, respectively. Sintering behavior of dry gel without seed was similar to that of boehmite powder, but the sintered density of dry gel was improved as much as 10%~15% than boehmite powder. In the case of dry gel seeded with 5 wt% $\alpha$-Al2O3, sintering behavior was much improved. The relative density of the gel seeded with 5 wt% $\alpha$-Al2O3 was 96% when sintered at 140$0^{\circ}C$ for 1h. On the other hand, ball milling of the non-seeded sol for 48h resulted in the relative density of 97% when sintered at 130$0^{\circ}C$ for 1h. The size and amount of $\alpha$-Al2O3 particles added by ball milling were 0.107 ${\mu}{\textrm}{m}$ and 0.5 wt%.

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The torsional buckling analysis for cylindrical shell with material non-homogeneity in thickness direction under impulsive loading

  • Sofiyev, A.H.
    • Structural Engineering and Mechanics
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    • 제19권2호
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    • pp.231-236
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    • 2005
  • This study considers the buckling of orthotropic cylindrical thin shells with material nonhomogeneity in the thickness direction, under torsion, which is a power function of time. The dynamic stability and compatibility equations are obtained first. Applying Galerkin's method then applying Ritz type variational method to these equations and taking the large values of loading parameters into consideration, analytic solutions are obtained for critical parameter values. Using those results, the effects of the periodic and power variations of Young's moduli and density, ratio of Young's moduli variations, loading parameters variations and the power of time in the torsional load expression variations are studied via pertinent computations. It is concluded that all these factors contribute to appreciable effects on the critical parameters of the problem in question.

사질토 지반에서 군말뚝의 수평거동에 관한 연구 (Lateral Behavior of Group Pile in Sand)

  • 김영수;김병탁
    • 한국지반공학회논문집
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    • 제16권1호
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    • pp.117-129
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    • 2000
  • 본 논문은 균질 및 비균질 지반에서의 군말뚝수평거동에 관하여 고찰하였다. 본 연구는 군말뚝수평거동에 대한 말뚝중심간격, 말뚝 배열, 말뚝 중심 간격비, 말뚝 선단 구속조건, 편심하중 그리고 지반조건의 영향들에 관하여 실험적인 연구를 수행하였다. 주동말뚝에서의 군말뚝 효율과 수평변위는 말뚝중심간격과 말뚝수에 상당히 의존함을 알 수 있다. 말뚝중심간격이 6D이고 $3\times3$배열 말뚝인 경우, 선단고정말뚝의 수평 지지력은 선단자유말뚝의 경우보다 40-100%크게 나타났다. 모형실험의 결과들에 근거하여, 군말뚝의 개개 말뚝이 단일말뚝과 동일하게 거동하는 말뚝 중심간격은 상대밀도 61.8%와 32.8%의 경우 6D 로 나타났으나, 상대밀도 90%의 조밀한 지반에서는 8D 간격으로 추정할 수 있다. 본 연구에서는 군말뚝 효율에 대하여 말뚝 중심간격, 말뚝 수, 그리고 지반상대밀도의 변수로 표현되는 실험식을 제안하였다. 3$\times$3 배열의 군말뚝에서 앞행(lead row) 말뚝의 하중 분담율은 말뚝 중심간격 3D인 경우에 41.6%-52.4% 정도 그리고 6D인 경우에 34%-40%정도로 나타났다. 군말뚝에서 중첩효과(shadowing effect)는 하중 직각방향보다는 하중 재하방향에서 더 크게 발생하였다.

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A SIMPLE ANALYTICAL METHOD FOR NONLINEAR DENSITY WAVE TWO-PHASE INSTABILITY IN A SODIUM-HEATED AND HELICALLY COILED STEAM GENERATOR

  • Kim, Seong-O;Choi, Seok-Ki;Kang, Han-Ok
    • Nuclear Engineering and Technology
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    • 제41권6호
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    • pp.841-848
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    • 2009
  • A simple model to analyze non-linear density-wave instability in a sodium-cooled helically coiled steam generator is developed. The model is formulated with three regions with moving boundaries. The homogeneous equilibrium flow model is used for the two-phase region and the shell-side energy conservation is also considered for the heat flux variation in each region. The proposed model is applied to the analysis of two-phase instability in a JAEA (Japan Atomic Energy Agency) 50MWt No.2 steam generator. The steady state results show that the proposed model accurately predicts the six cases of operating temperatures on the primary and secondary sides. The sizes of three regions, the secondary side pressure drop according to the flow rate, and the temperature variation in the vertical direction are also predicted well. The temporal variations of the inlet flow rate according to the throttling coefficient, the boiling and superheating boundaries and the pressure drop in the two-phase and superheating regions are obtained from the unsteady analysis.