• 제목/요약/키워드: Rectangular section

검색결과 576건 처리시간 0.025초

편심축하중을 받는 구속 RC장주의 거동 해석 (Behavior Analysis of Eccentrically Loaded Restrained Reinforced Concrete Slender Columns)

  • 박재운;정경희
    • 대한토목학회논문집
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    • 제10권4호
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    • pp.11-24
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    • 1990
  • 본 연구는 RC 뼈대구조물의 실제적인 단부경계조건을 고려한 RC 기둥에 대한 인접부재의 강성을 비선형 거동과 부합시켜 해석하였으며, 인접부재의 단부구속 효과를 고려한 편심축하중을 받는 장주의 극한강도와 거동을 해석하기 위한 해석모델을 정립하여 반복법을 이용한 수치적분법에 의하여 1차로 이론 해석을 하였다. 그리고, 계속 RC 기둥의 극한강도와 거동에 영향을 주는 매개변수를 해석모델을 이용 연구하고져 한다.

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튜브형상에 따른 배기가스 재순환 냉각 장치 열전달 성능 평가 (Heat Transfer Analysis of EGR Cooler with Different Tube Shape)

  • 손창현
    • 한국자동차공학회논문집
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    • 제15권5호
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    • pp.112-117
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    • 2007
  • With the Euro-4 regulation coming into effect, the domestic car industry is forced to look for newer options to reduce NOX in the exhaust. EGR(Exhaust Gas Recirculation) Cooler is an effective method for the reduction of NOX form a diesel engine. High efficiency, low pressure loss and compactness are desirable features of an EGR Cooler. The cooling performance of EGR depends on the shape of tubes and the location of the entrance and exit. This paper reports the computational work conducted to estimate the performance of EGR cooler with three different cross section tubes and a triangular spiral tube. Three dimensional computation results show that the triangular tube is more effective than circular and rectangular tube. The most effective geometry is a triangular spiral tube with offset inlet and outlet locations.

Vibration analysis of cracked frame structures

  • Ibrahim, Ahmed M.;Ozturk, Hasan;Sabuncu, Mustafa
    • Structural Engineering and Mechanics
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    • 제45권1호
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    • pp.33-52
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    • 2013
  • In this study, the effects of crack depth and crack location on the in-plane free vibration of cracked frame structures have been investigated numerically by using the Finite Element Method. For the rectangular cross-section beam, a crack element is developed by using the principles of fracture mechanics. The effects of crack depth and location on the natural frequency of multi-bay and multi-store frame structures are presented in 3D graphs. The comparison between the present work and the results obtained from ANSYS shows a very good agreement.

PIV측정을 통한 램제트 연소기의 최적 형상 (Optimal Configuration of a Liquid Ramjet Combustor using PIV Method)

  • 손창현;김규남;문수연;이충원
    • 한국추진공학회:학술대회논문집
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    • 한국추진공학회 2002년도 제18회 학술발표대회 논문초록집
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    • pp.46-49
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    • 2002
  • Three-dimensional flow characteristics in a liquid fuel ramjet combustor were investigated using the PIV method. The combustor has two rectangular inlets that loin a 90-degree angle each other. Three cases of test combustors are made in which those inlet angles are 30 degree, 45degree and 60 degree. The experiments were performed in a water tunnel test with the same Reynolds number as Mach 0.3 at the inlet. PIV software was developed to measure the characteristics of the flow field in the combustor. Accuracy of the developed PIV program was verified with a rotating disk experiment and standard data. The characteristics of the internal flows of the combustor are large swirling flows which appear symmetric with respect to the symmetric section. This is attributed to the fact that the flows introduced from the right and left intakes collide with each other, thus forming symmetrically large vortices. A large and complex three-dimensional recirculating flow was measured behind the intakes. An inlet angle of 30 degrees is the most suitable angle as a frame he]der in the performed experimental ranges.

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Distortional effect on global buckling and post-buckling behaviour of steel box beams

  • Benmohammed, Noureddine;Ziane, Noureddine;Meftah, Sid Ahmed;Ruta, Giuseppe
    • Steel and Composite Structures
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    • 제35권6호
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    • pp.717-727
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    • 2020
  • The homotopy perturbation method (HPM) to predict the pre- and post-buckling behaviour of simply supported steel beams with rectangular hollow section (RHS) is presented in this paper. The non-linear differential equations solved by HPM derive from a kinematics where large twist and cross-sections distortions are considered. The results (linear and non-linear paths) given by the present HPM are compared to those provided by the Newton-Raphson algorithm with arc length and by the commercial FEM code Abaqus. To investigate the effect of cross-sectional distortion of beams, some numerical examples are presented.

맨드렐이 있는 포트홀 압출의 소성유동에 관한 연구 (A Study on the Plastic Flow for Porthole Extrusion with Mandrel)

  • 임헌조;한철호
    • 한국소성가공학회:학술대회논문집
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    • 한국소성가공학회 2000년도 추계학술대회 논문집
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    • pp.78-81
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    • 2000
  • In this study the plasic flow before welding stage in the cahamber is analyzed by FEM and experiments during the porthole extrusion process. The analysis is concerned with plastic flow in the port and welding chamber of rectangular hollow section extrusion through the porthole die with mandrell. Numerical simulation by finite element code to investigate the plastic flow is discussed for both tapered inlet and straight inlet chamber. To visualize the flow in extrusion process split dies and punches are designed and manufactred by wire EDM. Experiments are carried out by using the plasticine as a model material at room temperature. The theoretical predictions are reasonable agreements with experimental results in the welding lines and the deformed profiles.

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Free vibrations of inclined arches using finite elements

  • Chucheepsakul, Somchai;Saetiew, Wasuroot
    • Structural Engineering and Mechanics
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    • 제13권6호
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    • pp.713-730
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    • 2002
  • This paper presents a finite element approach for determining the natural frequencies for planar inclined arches of various shapes vibrating in three-dimensional space. The profile of inclined arches, represented by undeformed centriodal axis of cross-section, is defined by the equation of plane curves expressed in the rectangular coordinates which are : circular, parabolic, sine, elliptic, and catenary shapes. In free vibration state, the arch is slightly displaced from its undeformed position. The linear relationship between curvature-torsion and axial strain is expressed in terms of the displacements in three-dimensional space. The finite element discretization along the span length is used rather than the total are length. Numerical results for arches of various shapes are given and they are in good agreement with those reported in literature. The natural frequency parameters and mode shapes are reported as functions of two nondimensional parameters: the span to cord length ratio (e) and the rise to cord length ratio (f).

Failure of lightweight aggregate concrete-filled steel tubular columns

  • Ghannam, Shehdeh;Jawad, Yahia Abdel;Hunaiti, Yasser
    • Steel and Composite Structures
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    • 제4권1호
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    • pp.1-8
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    • 2004
  • Tests on steel tubular columns of square, rectangular and circular section filled with normal and lightweight aggregate concrete were conducted to investigate the failure modes of such composite columns. Thirty-six full scale columns filled with lightweight and normal weight aggregate concrete, eighteen specimens for each, were tested under axial loads. Nine hollow steel sections of similar specimens were also tested and results were compared to those of filled sections. The test results were illustrated by a number of load-deflection and axial deformation curves. The results showed that both types of filled columns failed due to overall buckling, while hollow steel columns failed due to bulging at their ends (local buckling). According to the above-mentioned results, and due to low specific gravity and thermal conductivity of the lightweight concrete the further interest should be concentrated in replacing the normal concrete by the lightweight aggregate concrete.

A spectrally formulated finite element method for vibration of a tubular structure

  • Horr, A.M.;Schmidt, L.C.
    • Structural Engineering and Mechanics
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    • 제4권3호
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    • pp.209-226
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    • 1996
  • One of the major divisions in the mathematical modelling of a tubular structure is to include the effect of the transverse shear stress and rotary inertia in vibration of members. During the past three decades, problems of vibration of tubular structures have been considered by some authors, and special attention has been devoted to the Timoshenko theory. There have been considerable efforts, also, to apply the method of spectral analysis to vibration of a structure with rectangular section beams. The purpose of this paper is to compare the results of the spectrally formulated finite element analyses for the Timoshenko theory with those derived from the conventional finite element method for a tubular structure. The spectrally formulated finite element starts at the same starting point as the conventional finite element formulation. However, it works in the frequency domain. Using a computer program, the proposed formulation has been extended to derive the dynamic response of a tubular structure under an impact load.

마이크로 광촉매 반응기의 VOC 제거에 관한 수치해석적 연구 (A Numerical Analysis of the Abatement VOC in a Photocatalytic Micro-reactor)

  • 염민규;정진;김창녕
    • 설비공학논문집
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    • 제19권4호
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    • pp.285-290
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    • 2007
  • This study has been numerically conducted to investigate the removal efficiency of Volatile Organic Compound (VOC) in photocatalytic micro-reactor. This study has placed emphasis on the improvements of the working condition of photocatalytic micro-reactor. The micro-reactor consists of 19 microchannels with a rectangular cross-section. For the validation of the current numerical study, a computation has been carried out to simulate an existing experimental study on the cylindrical reactor, which has shown a good agreement. The degradation characteristics with different inlet concentrations and velocities have been obtained. The current results can be used for the design of advanced photocatalytic micro-reactor.