• 제목/요약/키워드: Flow behavior model

검색결과 1,114건 처리시간 0.026초

A constitutive model for fiber-reinforced extrudable fresh cementitious paste

  • Zhou, Xiangming;Li, Zongjin
    • Computers and Concrete
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    • 제8권4호
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    • pp.371-388
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    • 2011
  • In this paper, time-continuous constitutive equations for strain rate-dependent materials are presented first, among which those for the overstress and the consistency viscoplastic models are considered. By allowing the stress states to be outside the yield surface, the overstress viscoplastic model directly defines the flow rule for viscoplastic strain rate. In comparison, a rate-dependent yield surface is defined in the consistency viscoplastic model, so that the standard Kuhn-Tucker loading/unloading condition still remains true for rate-dependent plasticity. Based on the formulation of the consistency viscoplasticity, a computational elasto-viscoplastic constitutive model is proposed for the short fiber-reinforced fresh cementitious paste for extrusion purpose. The proposed constitutive model adopts the von-Mises yield criterion, the associated flow rule and nonlinear strain rate-hardening law. It is found that the predicted flow stresses of the extrudable fresh cementitious paste agree well with experimental results. The rate-form constitutive equations are then integrated into an incremental formulation, which is implemented into a numerical framework based on ANSYS/LS-DYNA finite element code. Then, a series of upsetting and ram extrusion processes are simulated. It is found that the predicted forming load-time data are in good agreement with experimental results, suggesting that the proposed constitutive model could describe the elasto-viscoplastic behavior of the short fiber-reinforced extrudable fresh cementitious paste.

Development of a special thermal-hydraulic component model for the core makeup tank

  • Kim, Min Gi;Wisudhaputra, Adnan;Lee, Jong-Hyuk;Kim, Kyungdoo;Park, Hyun-Sik;Jeong, Jae Jun
    • Nuclear Engineering and Technology
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    • 제54권5호
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    • pp.1890-1901
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    • 2022
  • We have assessed the applicability of the thermal-hydraulic system analysis code, SPACE, to a small modular reactor called SMART. For the assessment, the experimental data from a scale-down integral-test facility, SMART-ITL, were used. It was conformed that the SPACE code unrealistically calculates the safety injection flow rate through the CMT and SIT during a small-break loss-of-coolant experiment. This unrealistic behavior was due to the overprediction of interfacial heat transfer at the steam-water interface in a vertically stratified flow in the tanks. In this study, a special thermal-hydraulic component model has been developed to realistically calculate the interfacial heat transfer when a strong non-equilibrium two-phase flow is formed in the CMT or SIT. Additionally, we developed a special heat structure model, which analytically calculates the heat transfer from the hot steam to the cold tank wall. The combination of two models for the tank are called the special component model. We assessed it using the SMART-ITL passive safety injection system (PSIS) test data. The results showed that the special component model well predicts the transient behaviors of the CMT and SIT.

남강댐방류에 따른 부유쓰레기의 거동 및 담수확산에 관한 연구 (A Study on the Behavior of Floating Debris and Fresh Water Diffusion According to Discharge of Namgang Dam)

  • 김연중;윤종성
    • 한국해양공학회지
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    • 제23권2호
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    • pp.37-46
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    • 2009
  • Typhoon Rusa in 2002 was recorded as causing the biggest damage due to flood in our country. With the enormous damage to the land, the flood was totally discharged to the open sea. As a result, in the coastal area, the discharging of a river had a big influence in comparison to the scale of the coastal area, which suffered damaged due to the discharging of the river. As it cleared the land, the load was totally discharging into the sea, where it caused various problems due to its influence on the ecosystem. These included changes to the environment, like a difference in salinity and the inflow of a land load. Therefore, in this study, a Lagrangian particle tracking model was constructed using a flow model capable of solving the behavior of a river plume, supposing Sachon Bay. It is performed the research able to tendency-like valuation and reappearance about real event. The result was that the model was well approximated the sea area tendency and the river plume of the specific event.

모형 그물에 대한 어군행동의 수직 모델링에 관한 연구 - 모형 그물이 없는 수조에서의 무지개송어의 유영특성 - (A Study on the Numerical Modeling of the Fish Behavior to the Model Net - Swimming Characteristics of Rainbow Trout, Salmo Gairdnerii in the Water Tank Without Model Net -)

  • 이병기
    • 수산해양기술연구
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    • 제31권1호
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    • pp.74-83
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    • 1995
  • 모형 그물에 대한 어군행동의 수치모델링에 관한 연구의 일환으로서 어군행동의 모델링을 위하여 어군행동을 나타내는 운동방정식을 구성하는 각종 힘들의 parameter를 추정하기 위한 기초자료를 제공하고자, 모형 그물을 설치하지 않은 상태에서의 유속 변화에 따른 무지개송어의 유영행동을 화성처리하여 각 개체 위치좌표로부터 계산된 유영속도, 유영깊이, 수조의 변과 개체 사이의 거리, 개체상호간의 최근접거리, 어구의 3차원적 구조 등의 유역특성을 조사 분석한 결과는 다음과 같다. 유영궤적으로부터 무지개송어의 유영행동을 살펴보면, 정수상태에서는 수종 중앙부에서 유영하는 빈도가 높았으며, 수조 벽면으로부터 상당히 떨어져서 유회운동을 하는 것으로 나타났다. 정수상태에서의 평균 유영속도는 21.6~23.6cm/sec(2.5~2.9BL cm/sec)로서 개체수가 많을수록 체장당 유영속도가 빠른 것으로 나타났으며, 유속의 변화에 따른 어군의 평균유영속도는 유속이 증가할수록 유영속도도 증가하여 유속이 25cm/sec인 경우에는 유영속도가 30.6 cm/secd(3.8BLcm/sec)에 달하였다. 어군의 평균 유영깊이는 17~38cm로서 주로 중층의 깊이에서 유영하였으며, 유속이 빨라질수록 유영 깊이가 깊어지고 유영 깊이의 변화가 적어졌다. 수조의 벽과 개체 사이의 평균 거리는 17.6~21.4cm였으며, 유속이 빨라질수록 수조의 벽과 개체사이의 거리가 다소 멀어지는 경향을 나타내었다. 개체상호간의 최근거리는 개체수가 많을수록 가까워지며, 유속의 변화에 따른 개체상호간의 최근접거리 평균치는 3.0~5.9cm(0.4~0.7BL cm)로 나타났다. 어군의 3차원적 구조는 군을 형성하는 개체수가 증가함에 따라 군의 형상이 길이, 폭 및 깊이의 모든 방향으로 넓어지며, 유속이 빨라질수록 길이방향과 폭 방향의 크기가 깊이 방향에 비해 상대적으로 커져 각 방향의 평균 상태비는 2.8 : 2.7 : 1이었다.

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수심평균 유동 모형의 매개변수와 내부 경계조건에 따른 유속구조 및 전단력 분석 (Analysis of Velocity Structures and Shear Stresses by Parameters and Internal Boundary Conditions of Depth-averaged Flow Model)

  • 송창근;우인성;오태근
    • 한국안전학회지
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    • 제28권5호
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    • pp.54-60
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    • 2013
  • In this study, a finite element model based on the SU/PG scheme was developed to solve shallow-water equations and the influences of parameters and internal boundary conditions on depth-averaged flow behavior were investigated. To analyze the effect of roughness coefficient and eddy viscosity on flow characteristics, the developed model was applied to rectangular meandering channel with two bends, and transverse velocities and water depth distributions were examined. As the roughness coefficient adjacent to wall increased, the velocities near the wall decreased, and the reduced velocities were compensated by the expanding mid-channel velocities. In addition, the flow characteristics around a circular cylinder were analyzed by varying the internal boundary conditions as free slip and no slip. The assignment of slip condition changed the velocity distribution on the cylinder surface and reduced the magnitude of the shear stress up to one third.

천연가스배관내 피그흐름의 동적모델링 (Dynamic Modeling of PIG Flow in Natural Gas Pipelines)

  • 김상봉;쿠엔탄티엔;유휘룡;노용우
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2001년도 춘계학술대회논문집B
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    • pp.241-246
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    • 2001
  • This paper introduces modeling and solution for the dynamics of pipeline inspection gauge (PIG) flow in natural gas pipeline. Without of bypass flow, the dynamic behavior of the PIG depends on the different pressure between the rear and nose parts, which is generated by injected gas flow behind the tail of the PIG and expelled gas flow in front of its nose. With bypass flow, the PIG dynamics also depends on the amount of bypass flow across its body. The mathematical model are derived for unsteady compressible flow of the PIG driving and expelled gas, and for dynamics of the PIG. The bypass flow is assumed to be incompressible with the condition of its Mach number smaller than 0.45. The method of characteristic (MOC) and the Runge-Kutta method are used to solve the system governing equations. The simulation is performed with a pipeline segment in the Korea Gas Corporation (KOGAS) low pressure system, Ueijungboo-Sangye line. The simulation results show that the derived mathematical model and the proposed solution are effective for estimation the dynamics of the PIG with and without bypass flow under given operational condition.

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Mechanistic Model of Dryout in a Heat-Generating Porous Medium

  • Kim, Seong-Ho;Chang, Soon-Heung
    • 한국원자력학회:학술대회논문집
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    • 한국원자력학회 1996년도 춘계학술발표회논문집(2)
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    • pp.537-542
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    • 1996
  • In the present work the influence of various physical parameters on the two-phase flow behavior in a self-heated porous medium has been studied using a numerical model, that is, the effects of heat generation rate, of porosity, of particle size, and of system pressure on the dryout process. To analyze the effect of these parameters, the variation of both liquid volumetric fraction and liquid axial velocity is evaluated at the steady state or at the onset of a first boiled-out region. The analysis of computational results indicate that a qualitative tendency exists between the parameters such as heat generation rate, porosity, effective particle diameter and the temporal development of the liquid volumetric fraction field up to dryout. In addition to these parameters, a variation of fluid properties such as phase density, phase viscosity due to a change of system pressure can be used for gaining insight into the nature of two-phase flow behavior up to dryout.

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헬리콘 플라즈마에서 이온 펌핑 효과의 영향에 대한 수치적 해석 연구 (Numerical studied on consequenses of the ion pumping effect in helicon plasmas)

  • 조수원;박인호;최성을;권명회
    • 한국진공학회지
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    • 제8권3B호
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    • pp.353-360
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    • 1999
  • The global balance model is applied to investigate the transient behavior of the electron density and temperature in helicon plasmas. The power absorption calculated from the solutions of the Maxwell equations is used in solving the power balance equation. A balance model for the neutral gas is also considered to fins its density self-consistently. It is turned out that the numerical results reasonably explain consequences of the ion pumping effect including the occurrence of two distinct modes of pulsed helicon discharge which have been observed experimentally. The behavior of the discharge parameters are fond to be primarily dependent on the power absorption and the gas flow rate, but the pressure controls the electron density and temperature of the final steady state as well as the transient state even with the same flow rate. Finally, it is shown that the electron density virtually the linear relationship between the density and the magnetic field is retained for a higher pressure when the effect of the ion pumping is negligible.

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체크밸브의 비선형거동에 관한 연구 (A Study on the Nonlinear Behavior of Check Valve System)

  • 박철희;홍성철;박용석
    • 소음진동
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    • 제4권2호
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    • pp.221-230
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    • 1994
  • This paper deals with the dynamic stability and the nonlinear behavior of a check valve system. The nonlinear equations of motion of fluid-valve interation model are derived, which are composed of the unsteady Bernoulli's equation included the jet flow mechanism and equation of motion of a check valve formulated by one degree of freedom. Also, the derived equations of motion are nondimensionalized. According to the change of the nondimensional parameters, the stabilities of the system are analyzed, and the nonlinear interaction responses of the check valve and the passing flow rate are obtained. As the results, the stability charts are constructed for the variation of nondimensional parameters. It is shown that self-excited vibrations exist in a check valve system. And also the Hopf bifurcation and the periodic doubling are found. The presented theoretical model of a check valve system can be utilized to the design and operation of a piping system with the check valve.

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A model for the restrained shrinkage behavior of concrete bridge deck slabs reinforced with FRP bars

  • Ghatefar, Amir;ElSalakawy, Ehab;Bassuoni, Mohamed T.
    • Computers and Concrete
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    • 제20권2호
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    • pp.215-227
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    • 2017
  • A finite element model (FEM) for predicting early-age behavior of reinforced concrete (RC) bridge deck slabs with fiber-reinforced polymer (FRP) bars is presented. In this model, the shrinkage profile of concrete accounted for the effect of surrounding conditions including air flow. The results of the model were verified against the experimental test results, published by the authors. The model was verified for cracking pattern, crack width and spacing, and reinforcement strains in the vicinity of the crack using different types and ratios of longitudinal reinforcement. The FEM was able to predict the experimental results within 6 to 10% error. The verified model was utilized to conduct a parametric study investigating the effect of four key parameters including reinforcement spacing, concrete cover, FRP bar type, and concrete compressive strength on the behavior of FRP-RC bridge deck slabs subjected to restrained shrinkage at early-age. It is concluded that a reinforcement ratio of 0.45% carbon FRP (CFRP) can control the early-age crack width and reinforcement strain in CFRP-RC members subjected to restrained shrinkage. Also, the results indicate that changing the bond-slippage characteristics (sand-coated and ribbed bars) or concrete cover had an insignificant effect on the early-age crack behavior of FRP-RC bridge deck slabs subjected to shrinkage. However, reducing bar spacing and concrete strength resulted in a decrease in crack width and reinforcement strain.