• Title/Summary/Keyword: Parametric Study

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2-D & 3-D Calculations for the Effect of Guide Vane of Impulse Turbine

  • Hyun Beom-Soo;MOON Jae-Seung;Hong Sung-Won
    • Proceedings of the Korea Committee for Ocean Resources and Engineering Conference
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    • 2004.05a
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    • pp.235-240
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    • 2004
  • This paper deals with the performance analysis of impulse turbine for owe type wave energy conversion device. Numerical analysis was performed using a commercially-available software FLUENT. This parametric study includes the variation of the setting angle of guide vane. Since parametric study at various flaw coefficients requires tremendous amounts of computing time, two-dimensional cascade flaw approximation was employed to find out optimum principal particulars in rather simple manner. Full three-dimensional calculation was also performed for several cases to confirm the validity of two-dimensional approach. Results were compared to other experimental data, for instance Setoguchi et al (2001)'s extensive set of data, and found to be well demonstrating the usefulness of 2-D analysis. Advantages and disadvantages of each method were also evaluated.

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Relationship between Ductility and Confinement Steel of RC Bridge Columns (철근콘크리트 교각의 연성도와 심부구속철근량의 상관관계)

  • 손혁수;한상엽;이재훈
    • Proceedings of the Korea Concrete Institute Conference
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    • 2002.10a
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    • pp.141-146
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    • 2002
  • The purpose of this study is to develop a reasonable design for transverse confinement reinforcement considering ductility and required transverse confinement reinforcement of RC bridge columns. In order to develop relationships between the curvature ductility and required transverse confinement reinforcement for design purpose, the analysis using the computer program NARCC have been carried out for parametric studies. Based on the results from the parametric studies, an equation for calculating the required transverse confinement reinforcement based on ductility demand was developed for seismic design of RC bridge columns. The equations proposed by this study will provide more reasonable and more effective design guidelines for performance-based seismic design of RC bridge columns.

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A Study on Efficient Approaches for Grasshopper Programming in Architectural Design Process (건축설계과정에서 Grasshopper 프로그래밍의 효율적 접근에 관한 연구)

  • Kim, Minseok
    • Korean Journal of Computational Design and Engineering
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    • v.21 no.4
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    • pp.453-461
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    • 2016
  • The trend of using Grasshopper with Rhino3D actively in architectural design process is recently spreading around the world. Well-known architects and designers such as Zaha Hadid, Patrik Schmacher is famous for using Grasshopper as their main design tool. As a tool for so-called 'Parametric Design', Grasshopper is receiving much attention all over the world. Grasshopper as a visual programming language has an advantage that designers and non-professionals of computer can easily learn it and use it to their works. However, those designers tend to make inefficient approaches with Grasshopper compared to computer programming professionals. Meanwhile, the difference between other programming languages and Grasshopper leads to the need of different approaches from other programming languages. This study aims to propose desired approaches of Grasshopper programming or scripting to be able to break through the inefficient approaches that designer is likely to make, by examining the characteristics of Grasshopper and exploring the appropriate programming approaches for Grasshopper.

Parametric study on Continuous Welded Rail and Bridge interaction (장대레일 궤도와 교량의 상호작용에 대한 매개변수 분석)

  • Kim, Jong-Min;Han, Sang-Yun;Lim, Nam-Hyoung;Kang, Young-Jong
    • 한국방재학회:학술대회논문집
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    • 2007.02a
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    • pp.303-306
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    • 2007
  • CWR(Continuous Welded Rail) and bridge interaction produce rail force, bridge displacement and rail/bridge relative displacement. Each of these has limitation by many codes. In this paper, analysis of interaction has been carried out by using foreign codes(UIC 774-3 R code of Europe etc.) because there is no code about interaction between rail and bridge in Korea. Recently, railway bridges with CWR has been constructed for structural and economical reasons. When designer plans railway bridges, design a bridge model first and then investigate railway forces and displacement by interaction analysis. If these results go out bounds from limitation, designer plans railway bridges again and again. In this paper, using the parametric study on CWR and railway bridge interaction, railway bridge parameters such as length of bridge span, area of bridge, moment of inertia, stiffness of pier, etc. are presented. It helps preliminary design of railway bridges.

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The Effects of Various Geometric Parameters on the Skirt Joint Design of Composite Pressure Tanks (복합재 압력탱크의 스커트 조인트 설계를 위한 인자 연구)

  • 김철웅;홍창선;김천곤;박재성
    • Proceedings of the Korean Society For Composite Materials Conference
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    • 2002.05a
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    • pp.13-16
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    • 2002
  • In this research, the design methods of the rocket joint parts were suggested. In the first section, nonlinear finite element analyses for joint parts of a composite pressure tank were performed. In the analyses, the detailed finite element modeling was performed and complex boundary conditions(contact problem, clamping force) were considered. Secondly, several guidelines for the design of joint parts were suggested. The parametric study for geometric design variables was peformed. Finally, the parametric study result was categorized for the multi-Joint part design of the axi-symmetric composite structure.

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Motion of a Cylindrical Object due to Seabed Soil Friction (해저면 토양마찰력에 의한 원통형 물체의 운동)

  • 최경식;강신영;곽한우
    • Journal of Ocean Engineering and Technology
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    • v.6 no.1
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    • pp.19-28
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    • 1992
  • The motion of a cylindrical object resting on shallow seabed due to wave forces and soil friction is studied. Given environmental conditions such as wave characteristics and seabed soil properties, the equations of motion are derived and the corresponding reponses of the cylinder in two dimensional plane, i.e., translational and rotational displacements, accelerations, are calculated. The motion is substantially restrained by the penetration of a cylinder into seabed and the parametric study focuses on finding out a minimum penetration depth which makes the cylinder motionless.

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Analysis of Impulse Turbine for Wave Energy Conversion Using CFD Method (수치해석을 이용한 파력발전용 임펄스 터어빈의 성능해석)

  • Hyun, Beom-Soo;Moon, Jae-Seung
    • Proceedings of the Korea Committee for Ocean Resources and Engineering Conference
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    • 2003.10a
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    • pp.81-86
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    • 2003
  • This paper deals with the performance analysis and design of impulse turbine for OWC type wave energy plant. Numerical analysis was performed using a commercially-available software FLUENT. This parametric study includes the variation of several important parameters such as the number and shape of blades, hub ratio and tip clearance. Since parametric study at various flow coefficients requires considerable amount of computing tim, two-dimensional analysis was employed to find out optimum principal particulars in rather simple manner. Full three-dimensional calculation was also performed for several test cases to confirm the validity of two-dimensional approach. Up to the present stage, tentative result is well demonstrating the usefulness of 2-D analysis.

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The Analysis of Excavation Behavior Considering Small Strain Stiffness (미소변형율 강성을 고려한 지반굴착 해석)

  • Kim, Young-Min
    • Journal of the Korean Geosynthetics Society
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    • v.9 no.2
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    • pp.21-31
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    • 2010
  • This paper describes research on the prediction of the vertical displacement of surface, horizontal displacements and bending moments in two anchored retaining wall for an excavation by a finite element program. It is very important to consider the appropriate constitutive model for the numerical analysis in excavation behavior. It is shown in this paper that the analyses of excavation considering small strain stiffness gives the more reasonable prediction of the vertical displacement of surface. and the parametric study on the small strain stiffness parameters for excavation analysis has been analysed.

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A Parametric Study of Denting Using a Simplified Design Approach (단순한 디자인 방법을 이용한 덴팅 영향인자에 관한 연구)

  • Jeong, Dong-Won
    • Transactions of the Korean Society of Mechanical Engineers A
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    • v.26 no.8
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    • pp.1472-1479
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    • 2002
  • In order to improve automotive fuel economy, vehicle weight should be reduced. Achieving significant weight reductions will normally require reducing the panel thickness or using alternative materials such as aluminum alloy sheet. These changes will affect the dent resistance of the panel. In this study, the correlation between panel size, curvature, thickness, material properties and dent resistance is investigated. A parametric approach is adopted, utilizing a "design software" tool incorporating empirical equations to predict denting and panel stiffness for simplified panels. The most effective period to optimize an automotive body panel is early in its development. The developed design program can be used to minimize panel thickness or compare different materials, while maintaining adequate panel performance.

The Development of an Analysis Tool and the Performance Analysis of a Hydraulic Breaker System (유압 브레이커의 해석용 TOOL 개발 및 성능 분석)

  • Lee, Youngkyu;Sung, Wonjoon;Song, Changseop
    • Journal of the Korean Society for Precision Engineering
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    • v.17 no.4
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    • pp.189-196
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    • 2000
  • In this study, the hydraulic breaker system was analyzed and the analysis tool using GUI was developed. The analysis on the system with the accumulator was included. from the parametric analysis, the effects of each factor were revealed. Through the simulation with varying parameters, the method to improve the performance of the hydraulic breaker system was presented. The analysis tool will help a man without special knowledge about programming analyzse the hydraulic breaker system. The result of this study will help improve the hydraulic breaker system in sight of "Blow energy" and "Blows per minute".ws per minute".uot;.

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