• 제목/요약/키워드: Column-Free

검색결과 480건 처리시간 0.027초

현장공진주시험을 이용한 보조기층 재료의 대체 $M_R$ 시험법 (Alternative Method of Determining Resilient Modulus of Subbase Materials Using Free-Free Resonant Column Test)

  • 권기철;김동수
    • 한국도로학회논문집
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    • 제2권2호
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    • pp.149-161
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    • 2000
  • 회복탄성계수$(M_R)$로 표현되는 보조기층 재료의 탄성계수는 연성 포장체의 역학적 설계에 대단히 중요한 물성치이다. 그러나 반복재하식 $M_R$ 시험을 일상적 시험으로 적용하기에는 너무 시험과정이 복잡하고, 고가이며, 많은 시험시간을 필요로 한다. 본 연구에서는 보조기층 재료의 변형특성을 고려하여 현장공진주시험(EF-RC)을 이용한 대체 $M_R$ 시험법을 개발하였다. 보조기층 재료의 변형특성 평가를 위하여 변형률 크기 및 평균주응력의 탄성계수에 대한 영향을 조사하였다. 제안한 대체 $M_R$ 시험법으로 결정된 탄성계수와 반복재하식 $M_R$ 시험에서 결정된 회복탄성계수는 서로 잘 일치하여 제안된 기법의 효용성을 확인하였다.

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자유단이 회전스프링으로 구속된 Beck 기둥의 안정성 (Stability of beck's column with a rotatory spring restraining its free end)

  • 윤한익;임순홍;유진석
    • 대한기계학회논문집A
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    • 제21권9호
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    • pp.1385-1391
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    • 1997
  • An analysis is presented on the stability of an elastic cantilever column subjected to a concentrated follower force as to the influence of the elastic restraint and a tip mass at the free end. The elastic restraint is formed by the rotatory springs. For this purpose, the governing equations and boundary conditions are derived by using Hamilton's principle, and the critical flutter loads and frequencies are obtained from the numerical evaluation of the eigenvalue functions of the considered system.

Two p-Terphenyls from Mushroom Paxillus panuoides with Free Radical Scavenging Activity

  • Yun, Bong-Sik;Lee, In-Kyoung;Kim, Jong-Pyung;Yoo, Ick-Dong
    • Journal of Microbiology and Biotechnology
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    • 제10권2호
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    • pp.233-237
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    • 2000
  • As part of a continuing investigation to identify free radical scavengers from the fruit bodies of basidiomycetes, we isolated two p-terphenyl compounds, designated as PAl and PA2l, from cethanolic extract of the fruit body of Pasillus panuoides. The methanolic extract was processed by ethyl acetate extraction and silica gel column chromatography to yield two active fraction. PAl was obtained from one of the fractions through Sephadex LH-20 and silica gel column chromatographies and reverse-phase HPLC. The other fraction was purified by Sephadex LH-20 and reverse-phase column chromatographies to produce PA2. The compounds PA1 and PA2 were identified as leucomentin-4 and leucomentin-2, respectively, on the basis of various spectroscopic analyses. These compounds exhibited strong inhibitory activities against lipid peroxidation in rat liver microsomes with IC_{50}$ values of 0.10 and $0.06{\;}\mu\textrm{g}ml$, respectively.

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압축하중을 받는 다층간분리 적층 복합 보-기둥의 자유진동 (Free Vibration of Compressed Laminated Composite Beam-Columns with Multiple Delaminations)

  • 이성희;박대효;백재욱;한병기
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 2001년도 가을 학술발표회 논문집
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    • pp.501-508
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    • 2001
  • Free vibration analysis of multi-delaminated composite beam-columns subjected to axial compression load is performed in the present study. In order to investigate the effects of multi-delaminations on the natural frequency and elastic buckling load of multi-delaminated beam-columns, the general kinematic continuity conditions are derived from the assumption of constant slope and curvature at the multi-delamination tip. Characteristic equation of multi-delaminated beam-column is obtained by dividing the global multi-delaminated beam-columns into segments and by imposing recurrence relation from the continuity conditions on each sub-beam-column. The natural frequency and elastic buckling load of multi-delaminated beam-columns according to the incremental load of axial compression, which is limited to the maximum elastic buckling load of sound laminated beam-column, are obtained. It is found that the sizes, locations and numbers of multi-delaminations have significant effect on natural frequency and elastic buckling load, especially the latter ones.

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Beck 기둥의 안정성 해석 (Stability Analysis of Beck's Column)

  • 이병구;이태은;강희종;김권식
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2005년도 추계학술대회논문집
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    • pp.903-906
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    • 2005
  • The purpose of this paper is to investigate free vibrations and critical loads of the uniform Beck's columns with a tip spring, carrying a tip mass. The ordinary differential equation governing free vibrations of such Beck's column subjected to a follower force is derived based on the Bernoulli-Euler beam theory. Both the divergence and flutter critical loads are calculated from the load-frequency curves that are obtained by solving the differential equation numerically. The critical loads are presented in the figures as functions of various non-dimensional system parameters such as the mass moment of inertia and spring parameter.

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차세대 신형원자로의 피동형 안전 주입장치를 위한 프리피스톤 스터링 펌프의 동특성 모델 (Dynamic Modeling of the Free Piston Stirling Pump for the Passive Safety Injection of the Next Generation Nuclear Power Plant)

  • Lee, Jae-Young
    • 한국에너지공학회:학술대회논문집
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    • 한국에너지공학회 1999년도 추계 학술발표회 논문집
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    • pp.149-154
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    • 1999
  • This paper describes a passive safety injection system with free piston Stirling pump working withabundant decay heat in the nuclear reactor during the hypothetical accident. The water column in the tube assembly connected from the hot chamber to the cold chamber in the pump oscillates periodically due to thermal volume changes of non-condensable gas in each chamber. The oscillating pressure in the water column is converted into the pumping power with a suction-and-bleed type valve assembly. In this paper a dynamic model describing the frequency of oscillation and pumping pressure is developed. It was found that the pumping pressure is a function of the temperature difference between the chambers. Also, the frequency oscillation depends on the length of the tube with water column.

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Buckling Enhancement of Column Strips with Piezoelectric Layer

  • Wang, Quan;Wang, Dajun
    • Computational Structural Engineering : An International Journal
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    • 제3권1호
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    • pp.49-59
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    • 2003
  • This paper discusses the enhancement of the buckling capacity of column strips by use of piezoelectric layer. The analytical model for obtaining the buckling capacity of the piezoelectric coupled column with general boundary conditions modelled with different types of springs applied at the ends of the column is derived the first time. Based on this proposed model, the buckling capacity of the column strips can be accurately predicted by solving an eigenvalue problem. The computational results show the great potential of the piezoelectric materials in enhancing the buckling capacity of the column strips. The optimal locations of the piezoelectric layer for higher buckling capacity are also obtained for the columns with. standard pinned-pinned, fixed-free, and fixed-pinned structures. In addition, the buckling capacity and the increase of buckling capacity are discussed for those columns with the general boundaries as well. This research may provide a benchmark for the buckling analysis of the piezoelectric coupled strips.

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Computational fluid dynamics simulation for tuned liquid column dampers in horizontal motion

  • Chang, Cheng-Hsin
    • Wind and Structures
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    • 제14권5호
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    • pp.435-447
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    • 2011
  • A Computational Fluid Dynamics model is presented in this study for the simulation of the complex fluid flows with free surfaces inside the Tuned Liquid Column Dampers in horizontal motion. The characteristics of the fluid model of the TLCD in horizontal motion include the free surface of the multiphase flow and the horizontal moving frame. In this study, the time depend unsteady Standard ${\kappa}-{\varepsilon}$ turbulent model based on Navier-Stokes equations is chosen. The volume of fluid (VOF) method and sliding mesh technique are adopted to track the free surface of water inside the vertical columns of TLCD and treat the moving boundary of the walls of TLCD in horizontal motion. Several model solution parameters comprising different time steps, mesh sizes, convergence criteria and discretization schemes are examined to establish model parametric independency results. The simulation results are compared with the experimental data in the dimensionless amplitude of the water column in four different configured groups of TLCDs with four different orifice areas. The predicted natural frequencies and the head loss coefficient of TLCDs from CFD model are also compared with the experimental data. The predicted numerical results agree well with the available experimental data.

일정체적의 정다각형 단면을 갖는 변단면 보-기둥의 자유진동 및 좌굴하중 (Free Vibrations and Buckling Loads of Tapered Beam-Columns of Regular Polygon Cross-section with Constant Volume)

  • ;이병구;모정만
    • 소음진동
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    • 제6권5호
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    • pp.587-594
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    • 1996
  • 이 논문에서는 일정체적의 정다각형 단면을 갖는 보-기둥의 자유진동 및 좌굴하중을 지배하는 비분방정식을 유도하고 이를 수치해석하였다. 정다각형 단면의 단면깊이 변화식으로는 포물선식과 정현식을 채택하였고, 고정-고정, 회전-고정 및 회전-회전의 단부조건에 대하여 고유진동수 및 좌굴하중을 산출하였다. 수치해석의 결과로 무차원 고유진동수와 무차원변들 사이의 관계 및 무차원 좌굴하중과 단면비 사이의 관계를 그림에 나타내었다. 또한, 최강기둥의 단면비와 좌국하중을 산출 하였다.

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일정체적 원형 변단면 보-기둥의 자유진동 및 좌굴하중 (Free Vibrations and Buckling Loads of Tapered Beam-Columns of Circular Cross-Section with Constant Volume)

  • 이병구
    • 전산구조공학
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    • 제9권3호
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    • pp.135-143
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    • 1996
  • 일정체적의 원형단면을 갖는 변단면 보-기둥의 자유진동 및 좌굴하중을 지배하는 미분방정식을 유도하고 이를 수치해석하였다. 미분방정식에는 축하중효과를 고려하였다. 원형단면의 반경변화는 포물선식을 채택하였고, 고정-고정, 고정-회전 및 회전-회전 보-기둥의 고유진동수 및 좌굴하중을 산출하였다. 수치해석의 결과로 무차원 고유진동수와 무차원 변수들 사이의 관계 및 무차원 좌굴하중과 단면비 사이의 관계를 그림에 나타내었고, 최강기둥의 단면비와 좌굴하중을 구하였다.

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