• 제목/요약/키워드: S/Z ratio

검색결과 321건 처리시간 0.024초

맥동 유동에서 복부 대동맥류의 직경비에 따른 유동 및 벽면전단응력 해석 (Analysis for the Flow and Wall Shear Stress with the Diameter Ratios of an Abdominal Aortic Aneurysm in a Pulsatile Flow)

  • 모정하
    • 대한의용생체공학회:의공학회지
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    • 제23권3호
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    • pp.181-187
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    • 2002
  • 일정한 주기를 갖는 맥동유동에 대하여 혈관이 확장될 때 나타나는 동맥류 내부에서의 유동 및 벽면전단응력의 특성을 2차원적으로 고찰하였다. 상용 소프트웨어를 이용하여 직경비 1.5. 2.0 및 2.5 그리고 Womersley 수 15.47에 대한 복부대동맥내의 유동 현상을 수치해석하였다. 해석결과 동맥류 상단부에서 형성된 재순환유동은 시간의 흐름에 따라 생성과 소멸을 반복하였고. 시간이 3.19초인 경우, 동맥류 입구부 상단 근처에서 매우 미약한 재순환유동이 발달하고 있음을 예상할 수 있었다. 그리고 직경비가 증가할수록 동맥류 말단부에서 전단응력의 변화의 폭이 증가하였고 최대 전단응력의 값도 증가하는 것을 알 수 있었다. 그러나 최대 벽면전단응력의 발생 위치는 직경비의 변화와 거의 무관하였으며 동맥류 말단부 근처 (z : 35mm)에서 발생하였다

가평천 상류역의 어류상과 참갈겨니의 개체군 특징 (The Fish Fauna and Population of Zacco koreanus in the Upper Region of the Gapyeong Stream)

  • 최준길;장창렬;변화근
    • 한국환경생태학회지
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    • 제25권1호
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    • pp.65-70
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    • 2011
  • 2005년 4월부터 2008년 8월까지 가평천 상류역의 어류상과 참갈겨니 개체군 특성을 조사하였다. 출현한 어종은 총 6과 16종 이었으며 우점종은 Zacco koreanus, 아우점종은 Pungtungia herzi 이었다. 한국고유종은 Pseudopungtungia tenuicorpa, Coreoleuciscus splendidus, Hemibarbus mylodon, Gobiobotia brevibarba, Microphysogobio longidorsalls, Z. koreanus, Koreocobitis rotundicaudata, Iksookimia koreensis, Silorus microdorsalis, Liobagrus andersoni, Coreoperca herzi, Odontobutis platycephala 등 12종으로 고유화 빈도는 75.0% 이었다. 천연기념물에 속하는 종은 H. mylodon 이었고 멸종위기야생동 식물에 속하는 종은 P. tenuicorpa와 G. brevibarba 이었다. Z. koreanus의 성장도는 3.44, 비만도는 0.004로 이었고 산란시기는 5~6월경 이었다.

Relationship between Quantitative Sonographic Measurements and Serum Biochemical Parameters in Childhood Obesity

  • Damar, Cagri;ISik, Emregul;Gungor, Sukru
    • Pediatric Gastroenterology, Hepatology & Nutrition
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    • 제24권5호
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    • pp.470-482
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    • 2021
  • Purpose: We investigated the relationship between sonographic measurements of fatty liver and body mass index standard deviation score (BMI-Z score), abdominal wall fat thickness (AWFT), and serum biochemical parameters in childhood obesity. Methods: Anthropometric, laboratory, and ultrasonography data were obtained from 174 children with BMI-Z score >1. After the qualitative grading of hepatosteatosis (grades 0-3), the quantitative liver-kidney echogenicity ratio (LKER) was calculated using a software tool. Groups according to sex, age (AG-I to AG-III), BMI-Z score (BMG-I to BMG-III), and hepatosteatosis degree (HS-I and HS-II) were formed. The differences and distributions of the variables were statistically analyzed and compared among the groups. Results: Serum transaminase and glucose levels showed a positive correlation with LKER, whereas the HDL level showed a negative correlation. BMI-Z score and AWFT showed a positive correlation with fasting insulin level and HOMA-IR value. LKER was significantly higher in girls than in boys (p=0.008). In the AG-I group (age 3-8.9 years), the BMI-Z score was significantly higher, whereas AWFT was significantly lower than in the other age groups (p<0.001). The cutoff point of LKER for predicting grade 2 or higher steatosis (HS-II group) was determined to be 1.83. Cardiovascular disease risk was significantly higher in the HS-II group (p=0.035). Conclusion: As a valuable quantitative measurement tool, LKER can be used for the sonographic screening of fatty liver. AWFT, on the basis of its correlation with fasting insulin level and HOMA-IR value, may be a useful sonographic parameter in the management of childhood obesity.

주파수 변조를 이용한 MR DANTE 고속 영상법 (DANTE Fast MR imaging Using Frequency Modulation)

  • 노용만;정성택;홍인기;조장희
    • 대한의용생체공학회:학술대회논문집
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    • 대한의용생체공학회 1995년도 춘계학술대회
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    • pp.42-44
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    • 1995
  • The original DANTE sequence and its variations have limitation in excitation profile (a sinc function-like excitation) due to the finite duration of the DANTE pulsetrain. This sinc function-like selection profile excites only a small fraction of the spins in the pixel thereby results in poor signal to noise ratio (only about ${\sim}1%$ of normal MR imaging sequence). Therefore, this poor signal to noise ratio (SNR) has been the main drawback of the original DANTE sequence. To improve the signal to noise ratio, phases of individual RF pulses in the DANTE pulse train were modulated so that more spins in the object were excited ($1{\sim}3$). We have introduced a new FM (Frequency Modulation) DANTE sequence and analyzed the signal intensity and excitation profiles.

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Bending behavior of SWCNT reinforced composite plates

  • Chavan, Shivaji G.;Lal, Achchhe
    • Steel and Composite Structures
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    • 제24권5호
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    • pp.537-548
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    • 2017
  • In this paper presents bending characteristic of single wall carbon nanotube reinforced functionally graded composite (SWCNTRC-FG) plates. The finite element implementation of bending analysis of laminated composite plate via well-established higher order shear deformation theory (HSDT). A seven degree of freedom and $C^0$ continuity finite element model using eight noded isoperimetric elements is developed for precise computation of deflection and stresses of SWCNTRC plate subjected to sinusoidal transverse load. The finite element implementation is carried out through a finite element code developed in MATLAB. The results obtained by present approach are compared with the results available in the literatures. The effective material properties of the laminated SWCNTRC plate are used by Mori-Tanaka method. Numerical results have been obtained with different parameters, width-to-thickness ratio (a/h), stress distribution profile along thickness direction, different SWCNTRC-FG plate, boundary condition, through the thickness (z/h) ratio, volume fraction of SWCNT.

Experimental study on seismic performance of coupling beams not designed for ductility

  • Lam, S.S.E.;Wu, B.;Liu, Z.Q.;Wong, Y.L.
    • Structural Engineering and Mechanics
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    • 제28권3호
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    • pp.317-334
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    • 2008
  • Seismic performance of coupling beams not designed for ductility is examined. Eight 1:4 scale coupling beam specimens, with seven reinforced concrete sections and one composite section, were tested under cycles of push-pull action. Characteristics of the specimens include moderate shear span ratio in the range of 2.5-3.5, high main reinforcement ratio at 3-4% and small to large stirrup spacing with 90- degree hooks. All the reinforced concrete specimens failed in a brittle manner. Displacement ductility of specimens with large stirrup spacing (${\geq}$140 mm) is in the range of 3 to 5. Seismic performance of the specimens is also examined using the ultimate drift angle and the amount of energy dissipated. Correlating the test data, an empirical relationship is proposed to estimate the ultimate drift angle of a class of coupling beams considered in the study not designed for ductility.

환원황화합물의 분석과 검량기준의 선택에 따른 오차발생의 특성 (Selection of Calibration Approaches and Their Impact on the Quantification of Unknown Samples: Case Study on Reduced Sulfur Gases)

  • 조효재;홍원필;김기현
    • 한국대기환경학회지
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    • 제27권2호
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    • pp.133-141
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    • 2011
  • In this study, different calibration approaches for reduced sulfur compounds (RSCs) were investigated by using thermal desorption coupled with gas chromatography (GC) and pulsed flame photometric detection (PFPD). To evaluate the effects of calibration procedures, gaseous standards of 4 RSCs ($H_2S$, $CH_3SH$, DMS, and DMDS) prepared at 10 ppm level were analyzed at 7 loading injection volumes (40, 60, 80, 100, 160, 240, and 320 ${\mu}L$). The results were then compared with calibration curves made with the Z (zero offset) and N (non-zero offset) method. The concentrations of unknown samples were then quantified by using R (ratio) method in which the slope values are compared between standards and samples. Secondly, in A (average) method, results obtained from a multi-point analysis of unknown samples were also averaged to extract representative values for each sample. Results of both experiments showed that analytical error of low molecular weight components (such as $H_2S$ and $CH_3SH$) was greatly expanded with the Z method. In conclusion, the combined application of N-A method was the more realistic approach to reduce biases in the quantification of RSCs.

Analysis of the thresholds of granular mixtures using the discrete element method

  • Jian, Gong;Jun, Liu
    • Geomechanics and Engineering
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    • 제12권4호
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    • pp.639-655
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    • 2017
  • The binary mixture consists of two types of granular media with different physical attributes and sizes, which can be characterized by the percentage of large granules by weight (P) and the particle size ratio (${\alpha}$). Researchers determine that two thresholds ($P_S$ and $P_L$) exist for the peak shear strength of binary mixtures, i.e., at $P{\leq}P_S$, the peak shear strength is controlled by the small granules; at $P{\leq}P_L$, the peak shear strength is controlled by the large granules; at $P_S{\leq}P{\leq}P_L$, the peak shear strength is governed by both the large and small granules. However, the thresholds of binary mixtures with different ${\alpha}$ values, and the explanation related to the inner details of binary mixtures to account for why these thresholds exist, require further confirmation. This paper considers the mechanical behavior of binary mixtures with DEM analysis. The thresholds of binary mixtures are found to be strongly related to their coordination numbers $Z_L$ for all values of ${\alpha}$, where $Z_L$ denotes the partial coordination number only between the large particles. The arrangement structure of the large particles is examined when P approaches the thresholds, and a similar arrangement structure of large particles is formed in both 2D and 3D particle systems.

고체 분말이 부상하는 2상 난류 수직관 유동에 대한 Lumley의 저항감소 모델의 적용 (II) - 열전달 기구 - (Application of Lumley's Drag Reduction Model to Two-Phase Gas-Particl Flow in a Pipe(II) - Mechanism of Heat Transfer-)

  • 한기수;정명균;성형진
    • 대한기계학회논문집
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    • 제14권1호
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    • pp.214-224
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    • 1990
  • 본 연구에서는 현 저자의 이전의 연구를 확장하여 균일한 열유속을 갖는 2상 기체-고체입자 위 방정식에서 축 방향의 열전달은 반경 방향의 열전달보다 작아 무시 하였으며, 복사 열전달은 기체와 입자 사이의 온도 차이가 적어 무시하였다. 방정식 중 $F_{px}$$F_{pr}$ 은 2상 사이의 상호작용에 의한 단위부피당 축방향과 반경방향 의 저항력이며, 수직관의 열전달 특성을 부하도와 상대 입자 크기 $d_{p}$/D를 변화시 켜 가면서 조사하는 것이다.다.

Load-Displacement Formulations of Low-rise Unbounded RC Shear Walls with or without Openings

  • Lou, K. Y.;Cheng, F. Y.;Sheu, M. S.;Zhang, X. Z.
    • Computational Structural Engineering : An International Journal
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    • 제1권2호
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    • pp.117-130
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    • 2001
  • Investigations of low-rice unbounded reinforced concrete shear walls with or without openings are performed with comparison of analytical and experimental results. Theoretical analysis is based on nonlinear finite element algorithm, which incorporates concrete failure criterion and nonlinear constitutive relationships. Studios focus on the effects of height-to-length ratio of shear walls, opening ratio, horizontal and vertical reinforcement radios, and diagonal reinforcement. Analytical solutions conform well with experimental results. Equations for cracking, yielding and ultimate loads with corresponding lateral displacements are derived by regression using analytical results and experimental data. Also, failure modes of low-rise unbounded shear walls are theoretically investigated. An explanation of change in failure mode is ascertained by comparing analytical results and ACI code equations. Shear-flexural failure can be obtained with additional flexural reinforcement to increase a wall's capacity. This concept leads to a design method of reducing flexural reinforcement in low-rise bounded solid shear wall's. Avoidance of shear failure as well as less reinforcement congestion leer these walls is expected.

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