• 제목/요약/키워드: Volume Axial

검색결과 370건 처리시간 0.035초

유한요소 LES법에 의한 축류 회전차 팁 틈새의 유동해석 (Flow Analysis in the Tip Clearance of Axial Flow Rotor Using Finite-Element Large-Eddy Simulation Method)

  • 이명호
    • Journal of Advanced Marine Engineering and Technology
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    • 제33권5호
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    • pp.686-695
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    • 2009
  • Flow characteristics in linear axial cascade have been studied using large eddy simulation(LES) based on finite element method(FEM) to investigate details of the leakage flow in the tip clearance of axial flow rotor. STAR-CD(FVM) and PAT-Flow(FEM) have been adopted to solve the Navier-Stokes equations for the simulation of the unsteady turbulent flow. Numerical results from the present study have been compared with the existing experimental results to investigate a tip clearance effect on velocity profile and static pressure distribution on blade surface at various spanwise positions. Both simulation results agree well with the experimental data. However, it has been shown that the results of finite-element large-eddy simulation agree better with experimental data than $k-{\varepsilon}$ turbulent model based on finite volume method regarding the tip vortex geometry and static pressure distribution at the center of the tip vortex core. As a result of this study, it is shown that finite-element large-eddy simulation method can predict more exactly on the tip leakage vortex flow and behind flow field.

Axial compression behavior of circular recycled concrete-filled steel tubular short columns reinforced by silica fume and steel fiber

  • Chen, Juan;Liu, Xuan;Liu, Hongwei;Zeng, Lei
    • Steel and Composite Structures
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    • 제27권2호
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    • pp.193-200
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    • 2018
  • This paper presents an experimental work for short circular steel tube columns filled with normal concrete (NAC), recycled aggregate concrete (RAC), and RAC with silica fume and steel fiber. Ten specimens were tested under axial compression to research the effect of silica fume and steel fiber volume percentage on the behavior of recycled aggregate concrete-filled steel tube columns (RACFST). The failure modes, ultimate loads and axial load- strain relationships are presented. The test results indicate that silica fume and steel fiber would not change the failure mode of the RACFST column, but can increase the mechanical performances of the RACFST column because of the filling effect and pozzolanic action of silica fume and the confinement effect of steel fiber. The ultimate load, ductility and energy dissipation capacity of RACFST columns can exceed that of corresponding natural aggregate concrete-filled steel tube (NACFST) column. Design formulas EC4 for the load capacity NACFST and RACFST columns are proposed, and the predictions agree well with the experimental results from this study.

Three-dimensional Capsular Volume Measurements in Multidirectional Shoulder Instability

  • Jun, Yong Cheol;Moon, Young Lae;Elsayed, Moustafa I.;Lim, Jae Hwan;Cha, Dong Hyuk
    • Clinics in Shoulder and Elbow
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    • 제21권3호
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    • pp.134-137
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    • 2018
  • Background: In a previous study undertaken to quantify capsular volume in rotator cuff interval or axillary pouch, significant differences were found between controls and patients with instability. However, the results obtained were derived from two-dimensional cross sectional areas. In our study, we sought correlation between three-dimensional (3D) capsular volumes, as measured by magnetic resonance arthrography (MRA), and multidirectional instability (MDI) of the shoulder. Methods: The MRAs of 21 patients with MDI of the shoulder and 16 control cases with no instability were retrospectively reviewed. Capsular areas determined by MRA were translated into 3D volumes using 3D software Mimics ver. 16 (Materilise, Leuven, Belgium), and glenoid surface area was measured in axial and coronal MRA views. Then, the ratio between capsular volume and glenoid surface area was calculated, and evaluated with control group. Results: The ratio between 3D capsular volume and glenoid surface area was significantly increased in the MDI group ($3.59{\pm}0.83cm^3/cm^2$) compared to the control group ($2.53{\pm}0.62cm^3/cm^2$) (p<0.01). Conclusions: From these results, we could support that capsular volume enlargement play an important role in MDI of the shoulder using volume measurement.

경직장초음파를 이용한 전립선 볼륨측정 시의 위치 연구: 전립선모형 제작과 실험 (Location Studies of Prostate Volume Measurement by using Transrectal Ultrasonography: Experimental Study by Self-Produced Prostate Phantom)

  • 김연민;윤준;변일균;이후민;김형균
    • 대한방사선기술학회지:방사선기술과학
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    • 제38권4호
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    • pp.437-442
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    • 2015
  • 전립선의 정확한 볼륨측정은 전립선암과 전립선비대의 진단, 치료 결정 및 예후 판정에 있어서 중요한 역할을 한다. 또한, 전립선암 선별검사에 사용하고 있는 혈청전립선특이항원(serum prostate-specific antigen)은 전립선의 볼륨과 서로 높은 상관관계를 보이기 때문에 이를 평가하기 위해서는 정확한 볼륨을 아는 것이 중요하다. 기존의 전립선 측정법이 다양하게 제시되고 있으나 전립선 모형 별 측정법에 대한 연구는 없었다. 본 연구에서는 다양한 모형의 팬텀을 제작하고 초음파를 이용하여 볼륨을 알아본 후 모형 별 측정위치를 찾아 새로운 측정방법을 제시하고자 한다. 초음파 검사를 통해 특징적인 전립선 모양 6개를 선정하였다. 이를 횡단과 종단영상을 참고하여 전립선 모형 6개를 제작하였다. 최적의 측정위치에서 각각 3회씩 반복측정 후 실제볼륨과 측정볼륨간의 유의성을 알아보기 위하여 Wilcoxon 부호순위 검정을 실시하였다. p값은 0.05이하일 때 유의한 것으로 정하였다. Axial 영상에서 돌출부위를 제외하고 안쪽으로 두고, Longitudinal 영상에서는 base와 apex의 오목한 부분에 측정 점을 놓았을 때 실제 전립선 크기와 일치도가 높았다. 실제볼륨과 측정볼륨간의 유의성은 p값 0.156으로 통계적으로 유의한 차이가 없었다. 전립선 axial 영상에서 전립선 이행대의 돌출이 심할 경우 돌출부위를 배제하고 측정하는 것이 실제 볼륨에 가까웠다. 또한 longitudinal영상에서는 apex부분이 가늘고 길어질 경우에 끝부분이 아닌 안쪽으로 측정 점을 잡아 그 점을 기준으로 타원을 그려 볼륨을 측정하는 것이 실제 볼륨에 가장 가까웠다.

와이어로프와 T 강판으로 비부착 보강된 철근콘크리트 기둥의 중심 축하중 거동 (Axial Behavior of Reinforced Concrete Columns Externally Strengthened with Unbonded Wire Rope and T-Shaped Steel Plate)

  • 양근혁;심재일;변항용
    • 콘크리트학회논문집
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    • 제20권2호
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    • pp.221-229
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    • 2008
  • 와이어로프와 T형 강판을 이용한 개선된 비부착형 기둥보강 공법이 개발되었다. 제시된 절차에 따라 보강된 기둥 8개와 동일한 조건의 무보강 기둥 1개가 중심 축하중 하에서 실험되었다. 주요 변수는 와이어로프 체적비와 T 강판의 플랜지 폭 및 배치 형상이다. 실험된 기둥의 축하중 내력과 연성비는 각각 ACI 318-05의 예측값과 Chung et al.에 의해 수행된 일반 띠기둥의 실험 결과와 비교되었다. 게다가 와이어로프와 T 강판으로 구속된 콘크리트의 응력-변형률 관계를 평가하기 위한 모델이 제시되었다. 실험 결과로부터 기둥의 축하중 내력과 연성은 와이어로프의 체적비와 T 강판의 플랜지 폭의 증가와 함께 증가하였다. 특히 동일 횡보강근 지수에서 와이어로프 체적비가 0.0039 이상일 때 보강된 기둥의 연성비는 띠철근 기둥에 비해 현저히 높았다. 개발된 보강기술에 의해 구속된 콘크리트의 응력-변형률 관계 모델이 제시되었다. 예측된 응력-변형률 관계는 실험 결과와 잘 일치하였다.

덕트의 유로 최적화를 통한 소음저감 연구 (Study on Noise Reduction by Optimizations of In-line Duct Flow)

  • 한재오;이수영;모진용;이재권
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2006년도 춘계학술대회논문집
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    • pp.803-808
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    • 2006
  • This paper was a study about noise reduction through flow stabilization in duel using experimental method and numerical analysis at the same time. To determine the fan's type three kinds of fans(axial fan, centrifugal fan, and axial fan with centrifugal type) was examined to investigate the suitability for duct. As a result, under the equal number of rotation 2000 RPM, performance of an axial fan with centrifugal type was the most superior by 55dBA at 4.3CMM among other fans. After this, analyzed the results of the numerical analysis to find out the optimum design of pitch angle such as $0^{\circ},\;10^{\circ},\;15^{\circ}\;and\;20^{\circ}$. The intensity of turbulence was low when pitch angle was $15^{\circ}$ and air volume became peak by 5.08 CMM. It was observed that axis component of velocity increased gradually when pitch angle increased from $0^{\circ}\;to\;20^{\circ}$. Finally, designed the shapes of D/S(Down Stream) in duct that agreed inlet angle($\delta$) of stationary blades with pitch angle($\beta$) of axial fan with centrifugal type and derived flow to duct medial, and changed the shape of motor-mount to reduce occurance of unstable vortex in tip of impeller, and embodied noise reduction and improvement of air flow rate through flow stabilization.

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Mechanical performance of sand-lightweight concrete-filled steel tube stub column under axial compression

  • Zhang, Xianggang;Deng, Dapeng;Lin, Xinyan;Yang, Jianhui;Fu, Lei
    • Structural Engineering and Mechanics
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    • 제69권6호
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    • pp.627-635
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    • 2019
  • In order to study the axial compression performance of sand-lightweight concrete-filled steel tube (SLCFST) stub columns, three circular SLCFST (C-SLCFST) stub column specimens and three SLCFST square (S-SLCFST) stub column specimens were fabricated and static monotonic axial compression performance testing was carried out, using the volume ratio between river sand and ceramic sand in sand-lightweight concrete (SLC) as a varying parameter. The stress process and failure mode of the specimens were observed, stress-strain curves were obtained and analysed for the specimens, and the ultimate bearing capacity of SLCFST stub column specimens was calculated based on unified strength theory, limit equilibrium theory and superposition theory. The results show that the outer steel tubes of SLCFST stub columns buckled outward, core SLC was crushed, and the damage to the upper parts of the S-SLCFST stub columns was more serious than for C-SLCFST stub columns. Three stages can be identified in the stress-strain curves of SLCFST stub columns: an elastic stage, an elastic-plastic stage and a plastic stage. It is suggested that AIJ-1997, CECS 159:2004 or AIJ-1997, based on superposition theory, can be used to design the ultimate bearing capacity under axial compression for C-SLCFST and S-SLCFST stub columns; for varying replacement ratios of natural river sand, the calculated stress-strain curves for SLCFST stub columns under axial compression show good fitting to the test measure curves.

선박용 송풍기의 날개 끝 간격과 정익이 성능에 미치는 영향에 대한 전산 유체 해석 (Computational and Experimental Study of Effects of Guide Vanes and Tip Clearances on Performances of Axial flow Fans)

  • 이승수;김학선;남광현;홍재익;천승현
    • 대한조선학회논문집
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    • 제41권6호
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    • pp.24-32
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    • 2004
  • The effects of guide vanes and tip clearances on the characteristics nf axial flow fans are investigated both computationally and experimentally. Performance test of fans carried out in full scale shows considerable effects of tip clearance between rotor tip and duct on the characteristics of fans. The tested results are compared with the computation based on the finite volume method to solve the Navier-Stoke equations with $textsc{k}$-$\varepsilon$ turbulence model. The comparison shows good agreements between experimental and computational results. In addition, the effects of shape of guide vanes are numerically studied. The results show that increased volume of separated region around the guide vane reduces the recovery of tangential component of kinetic energy in the wake, resulting in loss of efficiency

Computer-aided approach for modelling of FG cylindrical shell sandwich with ring supports

  • Hussain, Muzamal;Naeem, Muhammad Nawaz;Khan, Muhammad Shabaz;Tounsi, Abdelouahed
    • Computers and Concrete
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    • 제25권5호
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    • pp.411-425
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    • 2020
  • In this paper, the shell material has been taken as functionally graded material and their material quantity is located by the exponential volume fraction law. Moreover, the impact of ring supports around the shell circumference has been examined for their various positions along the shell axial length. These rings support restraints the radial displacement in the transverse direction. While the axial modal deformation functions have been estimated by characteristic beam functions and nature of materials used for construction of cylindrical shells. The fundamental natural frequency of cylindrical shell of parameter versus ratios of length- and height-to-radius for a wide range has been reported and investigated through the study. In addition, by increasing height-to-radius ratio resulting frequencies also increase and frequencies decrease on ratio of length-to-radius. Though the trends of frequency values of both ratios are converse to each other with three different boundary conditions. Also it is examined the position of ring supports with length-to radius ratio, height-to-radius ratio and varying the exponent of volume fraction. MATLAB software package has been utilized for extracting shell frequency spectra. The obtained results are confirmed by comparing with available literature.

불포화토의 삼축압축거동에 관한 실험적 연구 (Experimental Study on the Triaxial Compressive Behaviour of Unsaturated Soil)

  • 김영석;오카 후사오;조삼덕
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2006년도 춘계 학술발표회 논문집
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    • pp.1224-1227
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    • 2006
  • It has been recognized unsaturated soil behaviour playing an important role in geomechanics. Up to now, only a few experimental data are available for the technical difficulties related to both volume changes and suction measurements. In this study, the volume changes of unsaturated compacted silty soil were monitored with proximeter (i.e. non-contactable transducer) during various triaxial compression tests, which gave a realistic estimation in the volume changes of unsaturated soil sample. The measurement of volume changes were performed with 0.5% of the maximum error under the axial strain ratio of less than 10%. The experimental results have revealed that the mechanical behaviour of unsaturated soil can be significantly affected by the matric suction. During the shearing processes, the level of maximum deviator stress under the initial suction pressure of 50kPa was higher than that under the initial suction pressure of 10kPa. On the other hand, the volume changes became smaller under the increase in the initial suction pressure.

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