• 제목/요약/키워드: In-plane compression

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면내 압축력을 받는 플랫 플레이트에 대한 적재하중 분포의 영향 (Effect of Live Load Pattern on RC Flat Plate under In-Plane Compression)

  • 김재요;박홍근
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 1999년도 학회창립 10주년 기념 1999년도 가을 학술발표회 논문집
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    • pp.459-462
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    • 1999
  • This paper presents a numerical study on the effect of live load pattern on RC flat plate under in-plane compression. Through the numerical study on various live load pattern, the load condition that governs the strength of the flat plate is determined. Effects of L.L/D.L. and arrangement of reinforcement on the behavior of the flat plate are also studied. And the efficient arrangement of reinforcement regarding to live load pattern is proposed.

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평면변형압축시험을 이용한 보강토의 시간 의존적 변형 특성 연구 (Time-Dependent Deformation Characteristics of Geosynthetic-Reinforced Soil Using Plane Strain Compression Tests)

  • 유충식;김선빈;이봉원
    • 한국지반공학회논문집
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    • 제21권10호
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    • pp.85-97
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    • 2005
  • 보강토 구조물은 그동안의 다양한 분야에서의 적용을 통해 기존의 옹벽구조물의 대체 공법으로서 그 적용성을 인정받고 있다. 최근 들어 교대 및 철도 시설 등에 적용됨에 따라 단기적인 안정성 이외에 장기적으로 지속하중 혹은 반복하중에 노출됨에 따른 장기거동에 대한 연구의 필요성이 높아가고 있다. 본 연구에서는 이러한 연구의 필요성에 근거하여 보강토체에 발생할 수 있는 장기변형 특성 고찰에 주안점을 두고 우리나라에서 생산되는 지오그리드와 화강풍화토로 형성된 보강토에 대한 지속하중 혹은 반복하중 등 다양한 하중이력에 대한 보강토 구조물의 장기 변형 특성 메카니즘을 평면변형압축(plane strain compression; PSC)시험을 통해 고찰하였다. 그 결과 보강토의 시간 의존적 압축변형은 보강토체에 작용하는 하중 특성뿐만 아니라 보강재의 역학적 특성에도 많은 영향을 받는 것으로 나타났으며, 선행하중을 작용함으로써 시간 의존적 잔류변형을 제어할 수 있는 것으로 분석되었다.

콘크리트 구조물의 전단 안정성 평가를 위한 전단전달 실험 및 해석 (An Experimental and Analytical Study on Shear Transfer for Safety Evaluation of Concrete Structure)

  • 김광수
    • 한국안전학회지
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    • 제23권3호
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    • pp.42-50
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    • 2008
  • This study, push-off tests for the initially uncracked specimens were conducted to investigate shear transfer mechanism in reinforce concrete elements. Experimental programs for shear transfer were undertaken to investigate the effect of the concrete compressive strength, the presence of steel stirrups as shear reinforcement and the amount of steel stirrups. As the shear plane is loaded, several cracks form in a direction inclined to the shear plane, creating compression struts in the concrete. For this stage, shear is being transferred through a truss-like action produced by the combination of the compressive force in the concrete struts and the tensile force that the steel reinforcement crossing the shear plane develops. In the normal strength concrete specimens with steel stirrups, ultimate failure occurred when the compression struts crushed in concrete. In the high strength concrete specimens, on the other hand, ultimate failure occurred when the steel stirrups developed their yield strength.

판재의 초기 이방성이 스트레칭 성형에 미치는 영향 (Effects of Initial Anisotropy in the Plane Sheet on Stretching Process)

  • 배석용;이용신
    • 한국소성가공학회:학술대회논문집
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    • 한국소성가공학회 1998년도 춘계학술대회논문집
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    • pp.242-245
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    • 1998
  • Effects of the anisotrpy due to the initial textures in the plane sheet on plane strain punch stretching has been investigated. In this study, the anisotropy from textures in the sheet is incoporated into the finite element process model by combining the theory of crstal plasticity. Three different textures such as random texture, plane strain compression texture and cube texture are considered. Variations of puch loads as well as thickness distributions of the sheets with three different initial textures are investigated.

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선박 이중판의 보강법 연구 (Study on the Reinforced Method of Doubler Plate in Ship Hull Structure)

  • 함주혁
    • 한국해양공학회:학술대회논문집
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    • 한국해양공학회 2001년도 춘계학술대회 논문집
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    • pp.144-149
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    • 2001
  • A study for the structural strength analysis on the doubler plate subjected to the axial, biaxial in-plane compression and shear load has been performed through the systematic evaluation process. In order to estimate the proper static strength of doubler plate, non-linear elasto-plastic analysis is introduced. Gap element modeling for contact effect between main plate and doubler is prepared and nonlinear analysis procedures are illustrated based on MSC/N4W . In addition, some design guides are suggested through the consideration of several important effects such as corrosion of main plate, doubler width, doubler length and doubler thickness. Finally theses results are compared with developed design formula based on the buckling strength and general trends and design guides according to the variation of design parameters are discussed.

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유리섬유복합재료의 재료특성에 관한 실험적 연구 (Experimental Study on the Material Characteristics of Glass Fiber Composties)

  • 박종면;서현수;권민호;임정희
    • 복합신소재구조학회 논문집
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    • 제5권1호
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    • pp.16-21
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    • 2014
  • In the study, tensile, compression and in-plane tests about longitudinal direction of glass fiber were performed. Also, to obtain the material properties of GFRP fabric composite, tensile test was performed. All test were performed by the test method of ASTM. Maximum compressive strength was smaller than the maximum tensile strength at the longitudinal direction test results. Elastic modulus of the tensile and compressive was almost similar at the compression test results in the longitudinal direction. Based on the GFRP fabric composite test results, GF91 was showed good performance at maximum compressive, maximum strain and elastic modulus.

고속 직접분사식 디젤엔진의 실린더내 유동특성에 관한 실험적 연구 (An Experimental Study of In-Cylindeer Flow Characteristics of a High Speed Direct Injection Diesel Engine)

  • 정경석
    • 한국자동차공학회논문집
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    • 제4권3호
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    • pp.22-30
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    • 1996
  • In-cylinder flow of a purpose-built small HSDI Hydra Diesel engine was investigated by laser Doppler velocimetry(LDV) during induction and compression processes. The flow was quantified in terms of ensemble-averaged axial and swirl velocities, normalized by the mean piston speed, at a plane located 12mm from the cylinder head and corresponding to the mid-plane of the diametrically-opposed quartz windows at an enigne speed of 1000rpm. The formation of toroidal vortices during the intake process and the evolution and decay of swirl motion during the compression process were observed. Turbulence at around TDC of compression became homogeneous and isotropic.

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

  • 최경규;박홍근
    • 콘크리트학회논문집
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    • 제12권5호
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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.

Elasto-plastic behaviour of perforated steel plates subjected to compression and bending

  • Maiorana, Emanuele;Pellegrino, Carlo;Modena, Claudio
    • Steel and Composite Structures
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    • 제11권2호
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    • pp.131-147
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    • 2011
  • The aim of this work is to provide some insights into the elasto-plastic behaviour of plate girder web square and rectangular panels with centred and eccentric holes under both compression and in-plane bending moment. The numerical study was validated comparing the numerical results obtained for one simple steel plate configuration with the corresponding experimental results, obtained at the University of Padova, observing the influence of the initial out-of-plane imperfections on the force vs. displacement relationship and ultimate strength. Once validated the numerical approach, the effect of bending moment on the stability of the plate is studied and some differences with respect to the uniform compression load case are shown. The influence of dimension and position of the hole, the plate aspect ratio and the steel grade on elasto-plastic behaviour is observed. Some indications regarding the critical slenderness (at which transition from elastic to plastic collapse occurs) are given for square and rectangular plates with symmetric and eccentric holes having small, medium and large diameter.

ANALYSIS OF RELATIONSHIP BETWEEN IMAGE COMPRESSION AND GAMUT VARIATION

  • Park, Tae-Yong;Ko, Kyung-Woo;Ha, Yeong-Ho
    • 한국방송∙미디어공학회:학술대회논문집
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    • 한국방송공학회 2009년도 IWAIT
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    • pp.80-84
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    • 2009
  • This paper investigates the relationship between the compression ratio and the gamut area for a reconstructed image when using JPEG and JPEG2000. Eighteen color samples from the Macbeth ColorChecker are initially used to analyze the relationship between the compression ratio and the color bleeding phenomenon, i.e. the hue and chroma shifts in the a*b* color plane. In addition, twelve natural color images, divided into two groups depending on four color attributes, are also used to investigate the relationship between the compression ratio and the variation in the gamut area. For each image group, the gamut area for the reconstructed image shows an overall tendency to increase when increasing the compression ratio, similar to the experimental results with the Macbeth ColorChecker samples. However, with a high compression ratio, the gamut area decreases due to the mixture of adjacent colors, resulting in more grey.

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