• 제목/요약/키워드: critical velocity

검색결과 831건 처리시간 0.033초

고층 공동주택의 승강로가압을 이용한 차압 및 방연풍속에 관한 연구 (A Study for Pressure Difference and Critical Velocity by Pressurization of Elevator Shaft at High Rise Apartment)

  • 박경환;윤명오
    • 한국화재소방학회논문지
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    • 제25권4호
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    • pp.89-93
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    • 2011
  • (초)고층건축물에서 승강로가 연기 확산의 주요 통로였기 때문에 승강기를 통해 피난하는 것은 권장되지 않았다. 하지만 북미에서는 승강로를 연기로부터 방호하기 위해, 승강로를 가압하는 방식을 사용하여 왔다. 이번 시험은 실제로 승강로 급기가압 방식을 이용해서 연기 전파를 차단할 수 있는지와 피난수단으로 승강기를 사용할 수 있는지를 검증하기 위해 고층 아파트에서 실시되었다. 시험 결과 승강로가압은 공기의 이동에 의한 마찰손실이 작았기 때문에 150 CMM의 풍량에서 승강장과 세대 사이에 50 Pa의 차압을 전층에 고르게 형성시켰다. 또한 1개층 세대 문과 승강기 문이 동시에 개방되었을 때, 180 CMM의 풍량으로 연기의 역류를 차단할 수 있는 방연풍속을 형성하였다. 그리고 승강로가압은 모든 문이 닫힌 상태에서 차압유지에 필요한 풍량과 1개층이 개방되었을 때 방연풍속을 유지하는데 필요한 풍량의 차가 작아서 과압의 우려가 낮을 것으로 예상되었다. 따라서 이번 시험을 통해 고층아파트의 화재 시에 승강로가압을 적용하면 일반인과 피난약자의 피난수단으로 승강기를 사용할 수 있음을 확인하였다.

식생에 의한 하안 퇴적과 침식 경감 (Deposition and Erosion Relief of Riverfront by Vegetation)

  • 김진홍
    • Ecology and Resilient Infrastructure
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    • 제2권2호
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    • pp.154-160
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    • 2015
  • 본 연구에서는 현지조사를 통해 식생의 하안 퇴적과 침식 경감을 판단하였다. 달뿌리풀은 임계유속 1.0 m/s-1.2 m/s을 기준으로 0.2 m 정도의 하안 퇴적과 0.3 m-0.4 m의 침식 경감 기능을 발휘하였다. 갈대는 임계유속 0.6 m/s-0.7 m/s을 기준으로 0.1 m-0.4 m의 하안 퇴적과 0.2 m-0.3 m의 침식 경감 기능을 발휘하였다. 갯버들은 임계유속 1.2 m/s-1.4 m/s을 기준으로 0.1 m-0.2 m의 하안 퇴적과 0.4 m-0.5 m의 침식 경감 기능을 발휘하였다. 물억새는 임계유속 0.6 m/s-0.7 m/s을 기준으로 0.1 m-0.4 m의 하안 퇴적과 0.1 m-0.2 m의 침식 경감 기능을 나타내었다. 조사 대상 식생 중 갯버들이 가장 높은 하안 침식 경감 기능을, 물억새가 가장 낮은 침식 경감 기능을 발휘하였다. 그러나 현지조사 결과 대상 식물종 모두 하안 퇴적 및 침식 경감 기능을 발휘함으로써 안정하도 형성에 기여함을 알 수 있었다.

정지공기중 점성유체 분류의 분열길이 측정 (Measurement of Breakup Length of Viscous Liquid Jet in Stagnant Air)

  • 임정현;류근영;임성빈;노수영
    • 한국분무공학회지
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    • 제3권4호
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    • pp.1-7
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    • 1998
  • The measurement of breakup length of viscous liquid jet in stagnant air was conducted by a 3CCD digital video camera. The nozzle diameters of 4, 6, 8mm with L/d=50 were selected and the dynamic viscosity of viscous liquid made of glycerine and water was in the range of $1.061\times10^{-6}m^2/s$ to $4.935\times10^{-5}m^2/s$. The critical velocity is decreased and the breakup length is increased with the increase of nozzle diameter at the same dynamic viscosity of liquid. At the same nozzle diameter, the breakup length and the critical velocity are both increased with the increase of dynamic viscosity of liquid. It is found in the theoretical analysis that the initial disturbance level is the main cause of occurrance of critical Reynolds number in the stability curve. The comparison of experimental critical Reynolds number and the empirical correlation by Tanasawa and Toyota reveals the relatively good agreement.

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Nonlinear wind-induced instability of orthotropic plane membrane structures

  • Liu, Changjiang;Ji, Feng;Zheng, Zhoulian;Wu, Yuyou;Guo, Jianjun
    • Wind and Structures
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    • 제25권5호
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    • pp.415-432
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    • 2017
  • The nonlinear aerodynamic instability of a tensioned plane orthotropic membrane structure is theoretically investigated in this paper. The interaction governing equation of wind-structure coupling is established by the Von $K\acute{a}rm\acute{a}n's$ large amplitude theory and the D'Alembert's principle. The aerodynamic force is determined by the potential flow theory of fluid mechanics and the thin airfoil theory of aerodynamics. Then the interaction governing equation is transformed into a second order nonlinear differential equation with constant coefficients by the Bubnov-Galerkin method. The critical wind velocity is obtained by judging the stability of the second order nonlinear differential equation. From the analysis of examples, we can conclude that it's of great significance to consider the orthotropy and geometrical nonlinearity to prevent the aerodynamic instability of plane membrane structures; we should comprehensively consider the effects of various factors on the design of plane membrane structures; and the formula of critical wind velocity obtained in this paper provides a more accurate theoretical solution for the aerodynamic stability of the plane membrane structures than the previous studies.

Differential transform method and Adomian decomposition method for free vibration analysis of fluid conveying Timoshenko pipeline

  • Bozyigit, Baran;Yesilce, Yusuf;Catal, Seval
    • Structural Engineering and Mechanics
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    • 제62권1호
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    • pp.65-77
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    • 2017
  • The free vibration analysis of fluid conveying Timoshenko pipeline with different boundary conditions using Differential Transform Method (DTM) and Adomian Decomposition Method (ADM) has not been investigated by any of the studies in open literature so far. Natural frequencies, modes and critical fluid velocity of the pipelines on different supports are analyzed based on Timoshenko model by using DTM and ADM in this study. At first, the governing differential equations of motion of fluid conveying Timoshenko pipeline in free vibration are derived. Parameter for the nondimensionalized multiplication factor for the fluid velocity is incorporated into the equations of motion in order to investigate its effects on the natural frequencies. For solution, the terms are found directly from the analytical solution of the differential equation that describes the deformations of the cross-section according to Timoshenko beam theory. After the analytical solution, the efficient and easy mathematical techniques called DTM and ADM are used to solve the governing differential equations of the motion, respectively. The calculated natural frequencies of fluid conveying Timoshenko pipelines with various combinations of boundary conditions using DTM and ADM are tabulated in several tables and figures and are compared with the results of Analytical Method (ANM) where a very good agreement is observed. Finally, the critical fluid velocities are calculated for different boundary conditions and the first five mode shapes are presented in graphs.

임계 마름 수심기법을 이용한 지하공간 침수 모의 (Inundation Simulation of Underground Space using Critical Dry Depth Scheme)

  • 이동섭;김형준;송창근
    • 한국안전학회지
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    • 제30권6호
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    • pp.63-69
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    • 2015
  • In this study, a 2D hydrodynamic model equipped with critical dry depth scheme was developed to reproduce the flow over staircase. The channel geometry of hydraulic experiment conducted by Ishigaki et al. was generated in the computational space, and the developed model was validated against flow properties such as discharge, velocity and momentum. In addition, the water surface profile and the velocity distribution evolved in flow over two layers staircases were analyzed. When the initial water depth at the upper floor was 0.3 m, the maximum velocity at lower floor was 4.2 m/s, and the maximum momentum was $1.2m^3/s^2$, and its conversion to force per unit width was 1.2 kN/m. This value was equivalent to the hydrostatic force with 50 cm water depth, and evacuation became difficult, as proposed by Ishigaki et al. For the flow over staircases connecting two layers, the maximum run-up height in flat part connecting two layers was approximately two times higher than the initial water depth in upper floor, and the rapid shock wave with sharp front and long tail was propagated.

고속 충격을 받는 취성재 평판의 관통파괴 강도 (A Study on the Penetration Fracture Strength of Fragile Plates subjected to High Speed Impact)

  • 김지훈;심재기;양인영
    • 한국안전학회지
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    • 제11권4호
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    • pp.3-9
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    • 1996
  • In this study, comparison of theoretical solutions with experimental results is examined through fracture conditions for the case of float glasses subjected static loading. The range of fracture generation limits and critical penetration energies are solved according to the impactor mass under the high velocity, and analytical method of fracture strength and penetration strength are presented. Also, fracture patterns are investigated according to impact velocities. The results obtained from this study are as follows ; 1) Radial cracks are generated from the loading point regardless of plate thickness in the case of the plate subjected to the static loading. In the case of high-speed impact, dimensions of ring cracks become to smaller and length of radial cracks becomes shorter with the rapidity of impact velocity. 2) Kinetic change volume of collision after/before is constant regardless of velocities over the range of critical penetration velocity. 3) Although the same impact energy is working, the critical penetration energy is increased with the shorter of impactor mass. 4) Although the same impact energy is working, the penetration fracture of lighter Impactor mass is generated more than that of heavier impactor mass, and the impulse of lighter impacter mass appear more than that of heavier impactor mass. Therefore, the penetration fracture in the case of greater impulse is generated earlier regardless of the of the dimensions of Impact loading.

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Three-dimensional dynamics of the moving load acting on the interior of the hollow cylinder surrounded by the elastic medium

  • Akbarov, S.D.;Mehdiyev, M.A.;Ozisik, M.
    • Structural Engineering and Mechanics
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    • 제67권2호
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    • pp.185-206
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    • 2018
  • This paper studies the non-axisymmetric 3D problem on the dynamics of the moving load acting in the interior of the hollow cylinder surrounded with elastic medium and this study is made by utilizing the exact equations of elastodynamics. It is assumed that in the interior of the cylinder the point located with respect to the cylinder axis moving forces act and the distribution of these forces is non-axisymmetric and is located within a certain central angle. The solution to the problem is based on employing the moving coordinate method, on the Fourier transform with respect to the spatial coordinate indicated by the distance of the point on the cylinder axis from the point at which the moving load acts, and on the Fourier series presentation of the Fourier transforms of the sought values. Numerical results on the critical moving velocity and on the distribution of the interface normal and shear stresses are presented and discussed. In particular, it is established that the non-axisymmetricity of the moving load can decrease significantly the values of the critical velocity.

EQPS를 이용한 복합장갑의 해석 및 최적설계 (The analysis and optimization of dual armor plate considering EQPS)

  • 박명수;유정훈;정동택
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 2004년도 봄 학술발표회 논문집
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    • pp.111-118
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    • 2004
  • For the precise analysis of high velocity impact problem though FEM with element erosive method, the adequate mesh size and critical equivalent plastic strain(EQPS) is chosen prior to the simulation. In this research, it is strongly required from a standpoint that critical EQPS is used to decide whether perforation occurs or not. The optimization of dual armor plate consisting of 4340 steel and 2024 aluminium against a die steel sphere with high-velocity has been suggested using Lagrangian explicit time-integration code, NET2D. The response surface method based on the design of experiment is utilized for the size optimization. The optimized thickness of each layer, in which perforation does not occur, the strength of multi-layer is maximized and total weight is minimized, is obtained at a constant velocity of a pellet with a designated total thickness.

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반복 미끄럼 접촉에 의한 표면층의 경화에 대한 연구 (A Study on the surface hardening by repeated sliding contact)

  • 박준목;김석삼
    • 한국윤활학회:학술대회논문집
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    • 한국윤활학회 1997년도 제25회 춘계학술대회
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    • pp.80-88
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    • 1997
  • Repeated sliding contact wear test was performed with copper specimens to obtain the relationship between wear and surface hardening. Wear surface and wear track section were observed by optical microscopy. Wear volume and micro-vikers hardness of sublayer below wear surface were obtained. These results suggested that wear mechanism depended on contact load than sliding velocity. Therefore wear mechanism was abrasive wear within critical contact load and adhesive wear over critical contact load. Wear rate increased with contact load, sliding distance but decreased with sliding velocity. Surface hardening increased with sliding velocity and sliding distance but decreased with contact load.

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