• Title/Summary/Keyword: Parametric variations

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A Study on Strength of Flat Plate-Column Connections (플랫플레이트-기둥 접합부 강도발현에 관한 연구)

  • Kang Su Min;Lee Do Bum;Kim Ook Jong;Lee Ji Woong;Park Hong Gun;Lee Li Hyung
    • Proceedings of the Korea Concrete Institute Conference
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    • 2005.11a
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    • pp.213-216
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    • 2005
  • A numerical analysis was performed for interior connections of continuous flat plate to analyze the effect of design parameters such as column section shape, gravity load and slab span on the behavioral characteristics of the connections. Through the parametric study, the variations of shear stress distribution around the connection were investigated. According to the result of numerical analysis, as the length of the cross section of column in the direction of lateral load increases and gravity load increases, the effective area and the maximum shear strength providing the torsional resistance decrease considerably. And as the slab span loaded with relatively large gravity load increases, the negative moment around the connection increases and therefore the strength of connection against unbalanced moment decreases.

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Design of Adaptive Observer for Power System with Structured Uncertainty (구조화된 불확실성을 갖는 전력 계통의 적응 관측기 설계)

  • Hwang, Jung-Rok;Kim, Do-Woo;Kim, Hong-Pil;Yang, Hai-Won
    • Proceedings of the KIEE Conference
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    • 1999.07c
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    • pp.1211-1214
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    • 1999
  • Power system operating conditions vary with system configuration and loading conditions. Coefficients in nominal system model change in a complex manner with different operating point and so does system dynamic behavior. With the aid of unstructured and structured uncertainty descriptions the worst system variations can be estimated and formulated into two different uncertainty models multiplicative unstructured uncertainty in the form of transfer function and structured uncertainty with the parametric uncertainty description. in frequency domain

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The Characteristic Analysis of the Load-sensitive Hydraulic Control System for Closed Center Type of a Wheel Loader (휠 로더용 폐회로형 부하 감응 유압 제어 시스템의 특성 해석)

  • Lee, Seung-Hyun;Song, Chang-Seop;Chung, Chun-Kuk
    • Transactions of the Korean Society of Mechanical Engineers A
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    • v.31 no.9
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    • pp.934-942
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    • 2007
  • In this study, the characteristics of the load-sensitive hydraulic control system for closed center type of a wheel loader were analyzed using developed analysis program based on Amesim tool. From the parametric analysis, the effects of each factor were revealed. Through the simulation with varying parameters, the system parameter effects on the controllable region and the pump pressure and load pressure variations were studied. The results were compared with the experimental ones. The results and discussions of the present paper could aid in the design of a load-sensitive hydraulic control system for closed center type.

The Characteristic of the Hydraulic Control System with Bleed-off Center Type of a Compact Excavator (소형 굴삭기용 브리드 오프 센터형 유압 제어 시스템의 특성)

  • Kim, Jun-Sik;Lee, Seung-Hyun;Lee, Jae-Won
    • Transactions of the Korean Society of Mechanical Engineers A
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    • v.32 no.2
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    • pp.119-126
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    • 2008
  • In this study, the characteristics of the hydraulic control system with bleed-off center type of a compact excavator were analyzed using developed analysis program. From the parametric analysis, the effects of each factor were revealed. Through the simulation with varying parameters, the system parameter effects on the controllable region and the pump pressure and load pressure variations were studied. The results were compared with the experimental ones. The results and discussions of the present paper could aid in the performance improvement of a hydraulic control system of a compact excavator.

Numerical Study on Long-term Behavior of Flat Plate Subjected to In-Plane Compressive and Transverse Loads (바닥하중과 압축력을 받는 플랫 플레이트의 장기거동에 대한 해석적 연구)

  • 최경규;박홍근
    • Journal of the Korea Concrete Institute
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    • v.12 no.5
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    • pp.153-164
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    • 2000
  • Numerical studies were carried out to investigate long-term behavior of flat plates, subjected to combined in-plane compressive and transverse loads. For the numerical studies, a computer program of nonlinear finite element analysis was developed. It can address creep and shrinkage as weel as geometrical and material nonlinearity, and also it can address various load combinations and loading sequences of transverse load, in-plane compressive load and time. This numerical method was verified by comparison with the existing experiments. Parametric studies were performed to investigate the strength variations of flat plates with four parameters; 1) loading sequence of floor load, compressive load and time 2) uniaxial and biaxial compression 3) the ratio of dead to live load 4) span length. Through the numerical studies, the behavioral characteristics of the flat plates and the governing load combinations were examined. These results will be used to develop a design procedure for the long-term behavior of flat plates in the future.

Behaviour of GFRP composite plate under ballistic impact: experimental and FE analyses

  • Ansari, Md. Muslim;Chakrabarti, Anupam
    • Structural Engineering and Mechanics
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    • v.60 no.5
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    • pp.829-849
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    • 2016
  • In this paper, experimental as well as numerical analysis of Glass Fiber Reinforced Polymer (GFRP) laminated composite has been presented under ballistic impact with varying projectile nose shapes (conical, ogival and spherical) and incidence velocities. The experimental impact tests on GFRP composite plate reinforced with woven glass fiber ($0^{\circ}/90^{\circ}$)s are performed by using pneumatic gun. A three dimensional finite element model is developed in AUTODYN hydro code to validate the experimental results and to study the ballistic perforation characteristic of the target with different parametric variations. The influence of projectile nose shapes, plate thickness and incidence velocity on the variation of residual velocity, ballistic limit, contact force-time histories, energy absorption, damage pattern and damage area in the composite target have been studied. The material characterization of GFRP composite is carried out as required for the progressive damage analysis of composite. The numerical results from the present FE model in terms of residual velocity, absorbed energy, damage pattern and damage area are having close agreement with the results from the experimental impact tests.

A Parametric Study of Aerodynamic Noise in Centrifugal Compresso (원심압축기의 공력소음에 관한 파라미터 연구)

  • Sun, Hyosung;Lee, Soogab;Lee, Jungeun
    • Transactions of the Korean Society for Noise and Vibration Engineering
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    • v.15 no.2 s.95
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    • pp.129-134
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    • 2005
  • This paper describes the influence of geometric parameters on the noise generation from a centrifugal compressor. From the analysis of noise measurements, it is observed that Blade Passing Frequency noise related to the rotating impeller is more important, and it is focused on the comparison of this discrete frequency noise according to the shape change. Navier-Stokes solver is used to simulate the flow-field of the impeller and the vaned diffuser, and time-dependent pressure data are calculated and Fourier-transformed to perform the near-field noise prediction. The effects of various geometry design variables such as the gap between the impeller and the diffuser, impeller shape variations on the near-field noise distribution are investigated.

Simulation-based Parametric Study of the Current Collection System of High Speed Trains (시뮬레이션에 의한 고속전철용 집전시스템 매개변수 연구)

  • 한형석
    • Journal of the Korean Society for Railway
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    • v.6 no.4
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    • pp.279-285
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    • 2003
  • In an electric traction system in which power is supplied from a catenary via a pantograph, the mechanical design of the catenary and pantograph is clearly of importance in relation to the problem of current collection at high speed. A computer-simulation technique is used to study the effects of changing parameters of pantograph and catenary on the quality of current collection at high speed. The current collection system is evaluated on the basis of the contact-force variations and displacement responses of the pantograph and contact wire. This study shows that current-collection quality is determined primarily by the overhead line parameters rather than by the pantograph. The results can be applied to optimize the design of current-collection systems.

A Dry-Spot Model for the Prediction of Critical Heat Flux in Water Boiling in Bubbly Flow Regime

  • Ha, Sang-Jun;No, Hee-Cheon
    • Proceedings of the Korean Nuclear Society Conference
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    • 1997.10a
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    • pp.546-551
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    • 1997
  • This paper presents a prediction of critical heat flux (CHF) in bubbly flow regime using dry-spot model proposed recently by authors for pool and flow boiling CHF and existing correlations for forced convective heat transfer coefficient, active site density and bubble departure diameter in nucleate boiling region. Without any empirical constants always present in earlier models, comparisons of the model predictions with experimental data for upward flow of water in vertical, uniformly-heated round tubes are performed and show a good agreement. The parametric trends of CHF have been explored with respect to variations in pressure, tube diameter and length, mass flux and inlet subcooling.

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Numerical Analysis on Strength of Interior Flat Plate-Column Connections according to Column Section Shape (기둥 단면형상에 따른 플랫플레이트-기둥 접합부 강도에 관한 수치해석연구)

  • Kang Su Min;Kim Oak Jong;Lee Do Bum;Park Hong Gun;Chun Young Soo;Lee Hyun Ho
    • Proceedings of the Korea Concrete Institute Conference
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    • 2005.05a
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    • pp.291-294
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    • 2005
  • In the present study, a numerical analysis was performed for interior connections of continuous flat plate to analyze the effect of column section shape on the behavioral characteristics of the connections. For the purpose, a computer program for nonlinear FE analysis was developed, and the validity was verified. Through the parametric study, the variations of shear stress distribution around the connection were investigated. According to the result of numerical analysis, the column section shape has a serious effect on the behavior of the connections. As the length of the cross section of column in the direction of lateral load increases, the effective area and the shear strength at the sides providing the torsional resistance decrease considerably. Therefore the strength model for the flat plate-column connections should be modified by considering the effect of column section shape on the behavior of the connections.

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