• Title/Summary/Keyword: 접촉 역학

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A Study on Prediction of Sedimentation Efficiency for Sedimentation Basin using Lagrangian Method (침전지의 유동 특성과 Lagrangian Method를 이용한 침전효율 예측에 관한 연구)

  • Choi, Jong-Woong;Hong, Sung-Taek;Kim, Seong-Su;Kim, Youn-Kwon;Park, No-Suk
    • Journal of Korean Society of Environmental Engineers
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    • v.39 no.5
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    • pp.229-236
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    • 2017
  • Flow characteristics analysis and tracer test simulations for the rectangular typed sedimentation basins, which have been operated at D_water treatment plant in Korea, were carried out using CFD (Computational Fluid Dynamics) techniques for design ($15,864m^3/day$) and operation flowrate ($33,333m^3/day$). Also, each efficiency of the sedimentation basin was evaluated by application of the Lagrangin technique on the assumption of the particles flowing into the inlet of the sedimentation basin. From the results of simulation, the mean velocity values for making the flow in the settling basin as a plug flow region were derived as 0.00193 m/s and 0.00417 m/s, respectively. In addition, ${\beta}$ (effective contact factor) values were calculated to be 0.51 and 0.46, and the Morrill Index values were 6.05 and 3.21, respectively for both flowrate conditions.

Deterioration Characteristic of Shotcrete Immersed in Chemical Solution (화학적 침식에 의한 숏크리트의 열화특성 분석 - 단기거동)

  • Lee, Gyu-Phil;Kim, Dong-Gyou;Bae, Gyu-Jin;Shin, Hyu-Soung
    • Journal of Korean Tunnelling and Underground Space Association
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    • v.7 no.2
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    • pp.143-152
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    • 2005
  • Shotcrete for support of tunnel structures may contact with groundwater. The hazardous components in groundwater may cause corrosion of shotcrete. Also, the hazardous components may deteriorate the engineering properties of shotcrete, such as compressive strength, bond strength, flexural strength and so forth. The more the effect of the hazardous components on the shotcrete may increase, the more the stability of tunnel structure may decrease. The specimens were artificially immersed in various chemical solutions including hazardous components after the specimens were made at the tunnel construction site. It was performed to analyze the effect of the hazardous components in ground water on the engineering properties of shotcrete. The uniaxial compressive strength test, XRD, SEM were conducted to evaluate the durability and corrosion of shotcrete.

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Intrafamilial Transmission of HCV: Comparison with HBV (HCV의 가족내 감염양상: HBV의 가족내 감염양상과 비교)

  • Lee, Heon-Ju
    • Journal of Yeungnam Medical Science
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    • v.9 no.2
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    • pp.407-415
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    • 1992
  • Among 85 patients with anti-HCV positive chronic liver disease, only 21.2% have past history of blood transfusion and over half the cases, they do not have any suspicious risk factors for HCV infection, 3 of 85 families show anti-HCV positive family members. On the other hand, 40 of 60 patients with HBsAg positive chronic liver disease show HBsAg positive family members. In Korea, HBV is transmitted mainly through vertical and intrafamilial infection but HCV disease might be rather horizontal and sporadic than vertical. To define the evident source of infection in sporadic hepatitis C, first of all, simple test with high sensitivity and specificity for diagnosis of HCV infection would be needed.

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A Study on the Reinforcement Effects of Fully-Grouted Rock Bolts (전면접착형 록볼트의 보강효과에 관한 연구)

  • 정해성;문현구
    • Tunnel and Underground Space
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    • v.9 no.3
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    • pp.194-203
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    • 1999
  • The axial stress in rock bolt, the shear stress at the bolt-grout interface and the neutral point are analyzed to understand the mechanical behavior of rook bolt. To analyze the support effects of rock bolt in various geological conditions, numerical analyses are performed with regard to bolt spacing and bolt length in several geological conditions and tunnel sizes. Through the numerical analyses, the distributions of maximum tensile stress and shear stress are determined. And the excavation width of underground opening affects the position of the neutral point. In the circular opening supported by pattern bolting, the increase of confining pressure, the reduction of plastic zone, and that of ground displacement are determined by using the radial stress increase ratio, the plastic zone reduction ratio and the displacement reduction ratio respectively. The results of this study can be applied to a practical tunnel design through understanding of the trends of these support effects.

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Active Vibration Control of a Cantilever Beam Using Fuzzy Control Scheme and PID Controller (퍼지 기법과 PID 제어기를 이용한 외팔보의 능동 진동 제어)

  • 최수영;김진태;박기헌
    • Journal of the Institute of Electronics Engineers of Korea SC
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    • v.40 no.1
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    • pp.1-10
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    • 2003
  • This paper is concerned with the fuzzy control scheme and PID controller for the vibration suppression control of a cantilever beam equipped with a laser sensor and an electromagnetic actuator. The PID controller is being widely used in industrial applications. However, it is difficult to determine the appropriate PID gains in nonlinear systems and systems with time variant characteristic and so on. In this paper, we design the fuzzy based PID controller of which output gains are adjusted automatically and the designed controller is applied to active vibration control of a cantilever beam using electromagnetic actuator with strong nonlinearity. The tuning PID parameters of proposed controller are determined by using Fuzzy algorithm. Effectiveness and performance of the designed controller are verified by both simulation and experiment results. Experimental results demonstrate that better control performance can be achieved in comparison with the PID cotroller.

Study on Design of Coupling Bolt for Shaft in Power Plant (발전용 축계 결합용 커플링 볼트 설계에 관한 연구)

  • Jeong, HoSeung;Son, ChangWoo;Cho, JongRae;Kim, Tae Hyung
    • Transactions of the Korean Society of Mechanical Engineers A
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    • v.37 no.5
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    • pp.707-713
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    • 2013
  • Coupling bolts have replaced conventional fitted bolts in applications where the operator's safety during assembly/disassembly is of concern or where the cost of process interruption is significant. Coupling bolts have been installed on rotating flange couplings in a wide range of marine and power applications worldwide. Their use has been approved by all leading international and national classification societies and regulatory bodies. A coupling bolt is a hydraulically tensioned fitted bolt that creates a stable and rigid link between coupling flanges and simplifies assembly and disassembly. We measure the bolt dimensions for reverse engineering and study the standard of assembly-load using a mechanical formula in order to localize a coupling bolt for a shaft in a power plant. We experimentally obtain the friction coefficient and confirm the condition of bolt sets through structure analysis. We show the variation of contact pressure for the shape parameter in order to consider the result when redesigning a bolt.

Adsorption Kinetic, Thermodynamic Parameter and Isosteric Heat for Adsorption of Crystal Violet by Activated Carbon (활성탄에 의한 Crystal Violet 흡착에 있어서 흡착동력학, 열역학 인자 및 등량흡착열)

  • Lee, Jong Jib
    • Applied Chemistry for Engineering
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    • v.28 no.2
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    • pp.206-213
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    • 2017
  • The adsorption of crystal violet dyes from aqueous solution using the granular activated carbon was investigated. Adsorption experiments were carried out as a function of the adsorbent dose, initial concentration, contact time and temperature. The adsorption characteristic of crystal violet followed Langmuir isotherm. Based on the estimated Langmuir separation factor ($R_L=0.02{\sim}0.106$), this process could be employed as an effective treatment (0 < $R_L$ < 1). The adsorption kinetics followed the pseudo second order model. The values of Gibbs free energy (-1.61~-11.66 kJ/mol) and positive enthalpy (147.209 kJ/mol) indicated that the adsorption process is a spontaneous and endothermic reaction. The isosteric heat of adsorption decreased with increasing of surface loading by the limited adsorbent-adsorbate interaction due to increased surface coverage.

Numerical Study on the Optimal Shape of Concrete Plug for Compressed Air Energy Storage Caverns (압축공기에너지 저장 공동의 콘크리트 플러그 최적 형상에 대한 수치해석적 연구)

  • Park, Doh-Hun;Kim, Hyung-Mok;Ryu, Dong-Woo;Synn, Joong-Ho;Song, Won-Kyong
    • Tunnel and Underground Space
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    • v.21 no.3
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    • pp.164-173
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    • 2011
  • In the present study, the stability of a compressed air energy storage cavern was numerically assessed by concrete plug shapes in order to investigate the optimal shape of concrete plug. The concrete plugs were cylindrical, embedded cylindrical, tapered, and wedged in shape. The stability assessment was carried out based on factor of safety through a strength reduction method and a volume ratio which refers to the ratio of the volume of yield regions in concrete induced by internal pressure to all concrete volume. The results from the present study indicated that the embedded cylindrical and taper shaped plugs were mechanically more stable than the cylindrical and wedge shaped plugs. However, from a comparison of stress distributions in rock mass between the embedded cylindrical and taper shaped plugs, the taper shaped plug was found to be more optimal than the embedded cylindrical plug, since the embedded cylindrical plug caused more stress concentration in the interface between the plug and rock mass than the taper shaped plug.

Development of Analytical Model of Spindle and Rack Gear Systems for Knuckle Boom Crane (굴절식 크레인의 스핀들과 랙 기어 응력 해석 모델 개발)

  • An, Junwook;Lee, Kwang Hee;Gyu, Yusung;Jo, Je Sang;Lee, Chul Hee
    • Journal of Drive and Control
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    • v.14 no.2
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    • pp.23-29
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    • 2017
  • In this study, a flexible multi-body dynamic simulation model of a knuckle boom crane is developed to evaluate the stress of spindle and rack gears under dynamic working conditions. It is difficult to predict potential critical damage to a knuckle boom crane if only the static condition is considered during the development process. To solve this issue, a severe working scenario (high speed with heavy load) was simulated as a boundary condition for testing the integrity of the dynamic simulation model. The crane gear model is defined as a flexible body so contact analysis was performed. The functional motion of a knuckle boom crane is generated by applying forces at each end of the rack gear, which was converted from hydraulic pressure measured for the experiment. The bending and contact stress of gears are theoretically calculated to validate the simulation model. In the simulation, the maximum stress of spindle and rack gears are observed when the crane abruptly stops. Peak impact force is produced at the contact interface between pinion and rack gears due to the inertia force of the boom. However, the maximum stress (bending/contact) of spindle and rack are under the yield stress, which is safe from damage. By using the developed simulation model, the experiment process is expected to be minimized.

Comparison between a 3 Dimensional Turbulent Numerical Model and Hydraulic Experiment Model for the flow phenomenon around a Lock Gate (배수갑문 주위의 흐름현상에 대한 3차원 난류 수치모형과 수리모형실험의 비교)

  • Lee, Sang-Hwa;Jang, Eun-Cheul;Ha, Jae-Yul
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.19 no.2
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    • pp.162-169
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    • 2007
  • This study is focused on the comparison of a 3 dimensional numerical and hydraulic model experiment for the flow phenomenon when a lock gate is opened. The lock gate is designed to discharge the flood flow rate at $218m^3/s$ of Solicheon at the Kun Jang national industry complex. The three dimensional ${\kappa}-{\epsilon}$ turbulent model of ANSYS CFX-10 of the computational fluid dynamics(CFD) program was used. The characteristics of CFX-10 are able to be simulated effectively for turbulent flow, especially the flow separation of the boundary layer of the two phase interface of air and water. The velocity and the flow pattern of the numerical model was showed to be similar to the results of the hydraulic model experiment.