• Title/Summary/Keyword: numerical index

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Performance Assessment of Passive Micromixer using Numerical Analysis (수치해석을 이용한 패시브 마이크로 믹서의 성능평가)

  • Lee, Jeong-Ick;Kim, Chul-Kyu
    • Journal of the Korea Convergence Society
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    • v.9 no.10
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    • pp.237-242
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    • 2018
  • A micromixer is a component of a lab-on-a-chip or microfluidic device that mixes two or more chemicals together(convergence). The purpose of this study is to assess the performance of passive micromixer of various shapes. Six shapes of micromixers were compared and three dimensional modeling was carried out to have the same hydraulic diameter. The commercial code, ANSYS Fluent, was used to simulate the internal mixing flow. A numerical analysis method is described in detail in this paper. The performance of the micromixer was compared with the mixing index and pressure drop. Consequently, the CDM-8T shape showed reasonable mixing performance and relatively low pressure drop.

A new replaceable fuse for moment resisting frames: Replaceable bolted reduced beam section connections

  • Ozkilic, Yasin O.
    • Steel and Composite Structures
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    • v.35 no.3
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    • pp.353-370
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    • 2020
  • This paper describes a new type of replaceable fuse for moment resisting frames. Column-tree connections with beam splice connections are frequently preferred in the moment resisting frames since they eliminate field welding and provide good quality. In the column-tree connections, a part of the beam is welded to the column in the shop and the rest of the beam is bolted with the splice connection in the field. In this study, a replaceable reduced beam section (R-RBS) connection is proposed in order to eliminate welding process and facilitate assembly at the site. In the proposed R-RBS connection, one end is connected by a beam splice connection to the beam and the other end is connected by a bolted end-plate connection to the column. More importantly is that the proposed R-RBS connection allows the replacement of the damaged R-RBS easily right after an earthquake. Pursuant to this goal, experimental and numerical studies have been undertaken to investigate the performance of the R-RBS connection. An experimental study on the RBS connection was used to substantiate the numerical model using ABAQUS, a commercially available finite element software. Additionally, five different finite element models were developed to conduct a parametric study. The results of the analysis were compared in terms of the moment and energy absorption capacities, PEEQ, rupture and tri-axiality indexes. The design process as well as the optimum dimensions of the R-RBS connections are presented. It was also demonstrated that the proposed R-RBS connection satisfies AISC criteria based on the nonlinear finite element analysis results.

10 Cases of Patients with Lumbar Disc Herniation Improved after Oriental Intensive Therapy (한방 집중 치료 후 호전된 요추 추간판 탈출증 환자 10례)

  • Lee, Sang-Young;Cheong, Pil-Sun;Han, Se-Hyuk;Hwang, Choon-Ho;Yoon, Young-Jeoi;Kim, Hyung-Seok;Kim, Hyung-Woo;Jeong, Hyun-Woo
    • Journal of Physiology & Pathology in Korean Medicine
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    • v.25 no.4
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    • pp.702-707
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    • 2011
  • Patients with lumbar disc herniation are faced with lowered quality of life. For this reason, we investigated the effects of Oriental Intensive Therapy (OIT) including acupuncture, pharmacopuncture, manual therapy and herbal medicine on patients with lumbar disc herniation. Ten patients, diagnosed with lumbar disc herniation by MRI in hospital, were treated with OIT for 12 weeks. Symptoms of the patients were assessed using Verbal Numerical Rating Scale (VNRS) and Oswestry Disability Index (ODI). All patients were investigated every a week. In our results, intensity of pain was reduced after 4 weeks treatment significantly by VNRS, Quality of life has also improved after 4 weeks treatment by ODI. In conclusion, this study suggests that OIT may be effective to treat patients with lumbar disc herniation.

Propagation Characteristics of Fundamental Dark spatial Solitons on Finite-width Backgrounds (유한한 폭을 갖는 배경에서 기본 어두운 공간 솔리톤의 진행특성)

  • 김광훈;문희종;임용식;이재형;장준성
    • Korean Journal of Optics and Photonics
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    • v.6 no.4
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    • pp.345-351
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    • 1995
  • We have studied experimentally the propagation characteristics of fundamental dark spatial solitons on finite-width backgrounds and conpared with the result of numerical simulations. It was verified experimentally that the width of dark solitons decreased but that of background increased as the beam intensity increased. The refractive index change obtained from soliton constant, which is for infinite-width background, was smaller than that from Z-scan method. Numerical simulations of fundamental dark solitons on a finite-width backgrounds showed that the peak intensity of background, the width of dark soliton and the soliton constant varied with the propagation length. If the change of soliton constant on finite-width backgrounds was considered, the refractive index change was in good agreement with that from Z-scan method. ethod.

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Mesh size refining for a simulation of flow around a generic train model

  • Ishak, Izuan Amin;Alia, Mohamed Sukri Mat;Salim, Sheikh Ahmad Zaki Shaikh
    • Wind and Structures
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    • v.24 no.3
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    • pp.223-247
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    • 2017
  • By using numerical simulation, vast and detailed information and observation of the physics of flow over a train model can be obtained. However, the accuracy of the numerical results is questionable as it is affected by grid convergence error. This paper describes a systematic method of computational grid refinement for the Unsteady Reynolds Navier-Stokes (URANS) of flow around a generic model of trains using the OpenFOAM software. The sensitivity of the computed flow field on different mesh resolutions is investigated in this paper. This involves solutions on three different grid refinements, namely fine, medium, and coarse grids to investigate the effect of grid dependency. The level of grid independence is evaluated using a form of Richardson extrapolation and Grid Convergence Index (GCI). This is done by comparing the GCI results of various parameters between different levels of mesh resolutions. In this study, monotonic convergence criteria were achieved, indicating that the grid convergence error was progressively reduced. The fine grid resolution's GCI value was less than 1%. The results from a simulation of the finest grid resolution, which includes pressure coefficient, drag coefficient and flow visualization, are presented and compared to previous available data.

A new statistical moment-based structural damage detection method

  • Zhang, J.;Xu, Y.L.;Xia, Y.;Li, J.
    • Structural Engineering and Mechanics
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    • v.30 no.4
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    • pp.445-466
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    • 2008
  • This paper presents a novel structural damage detection method with a new damage index based on the statistical moments of dynamic responses of a structure under a random excitation. After a brief introduction to statistical moment theory, the principle of the new method is put forward in terms of a single-degree-of-freedom (SDOF) system. The sensitivity of statistical moment to structural damage is discussed for various types of structural responses and different orders of statistical moment. The formulae for statistical moment-based damage detection are derived. The effect of measurement noise on damage detection is ascertained. The new damage index and the proposed statistical moment-based damage detection method are then extended to multi-degree-of-freedom (MDOF) systems with resort to the leastsquares method. As numerical studies, the proposed method is applied to both single and multi-story shear buildings. Numerical results show that the fourth-order statistical moment of story drifts is a more sensitive indicator to structural stiffness reduction than the natural frequencies, the second order moment of story drift, and the fourth-order moments of velocity and acceleration responses of the shear building. The fourth-order statistical moment of story drifts can be used to accurately identify both location and severity of structural stiffness reduction of the shear building. Furthermore, a significant advantage of the proposed damage detection method lies in that it is insensitive to measurement noise.

Study and three Cases Report for Lumbar Spinal Stenosis Treatment Using a Combination of Acupotomy and Existing Treatments (기존치료법과 침도침 시술을 병행한 요추관협착증의 증례보고 및 분석)

  • Jung, Ki-Yong;Sur, Young-Chan;Jang, Woo-Soon;Lee, Ji-Eun;Kim, Kyoung-Hoon;Shin, Gwang-Soon;Han, You-Sik
    • Journal of Physiology & Pathology in Korean Medicine
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    • v.26 no.1
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    • pp.120-127
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    • 2012
  • This study reports the effect of acupotomy for patients diagnosed with lumbar spinal stenosis(LSS). We treated three patients diagnosed with LSS using acupotomy. We measured the Numerical Rating Scale(NRS), Oswestry Disability Index(ODI) scores and Odom's criteria before and after treatment to assess improvements in symptoms and functions. In all patients, NRS, ODI scores and Odom's criteria were improved. We found a beneficial effect with acupotomy for three patients diagnosed with LSS. Thus, these data suggest LSS may be treated successfully with acupotomy.

Numerical analysis of NOx reduction for compact design in marine urea-SCR system

  • Choi, Cheolyong;Sung, Yonmo;Choi, Gyung Min;Kim, Duck Jool
    • International Journal of Naval Architecture and Ocean Engineering
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    • v.7 no.6
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    • pp.1020-1033
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    • 2015
  • In order to design a compact urea selective catalytic reduction system, numerical simulation was conducted by computational fluid dynamics tool. A swirl type static mixer and a mixing chamber were considered as mixing units in the system. It had great influence on flow characteristics and urea decomposition into ammonia. The mixer caused flow recirculation and high level of turbulence intensity, and the chamber increased residence time of urea-water-solution injected. Because of those effects, reaction rates of urea decomposition were enhanced in the region. When those mixing units were combined, it showed the maximum because the recirculation zone was significantly developed. $NH_3$ conversion was maximized in the zone due to widely distributed turbulence intensity and high value of uniformity index. It caused improvement of $NO_x$ reduction efficiency of the system. It was possible to reduce 55% length of the chamber and connecting pipe without decrease of $NO_x$ reduction efficiency.

Evaluation of the Indoor Thermal Comfort in Consideration of the Solar Radiation (태양 일사를 고려한 실내 열쾌적성 평가 연구)

  • Kim Se-Hyun;Noh Kwang-Chul;Oh Myung-Do
    • Korean Journal of Air-Conditioning and Refrigeration Engineering
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    • v.16 no.12
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    • pp.1140-1148
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    • 2004
  • Recently the Predicted Mean Vote (PMV) has been used as an important index to evaluate the degree of the indoor thermal comfort in modern residential buildings. It is known that the PMV is mainly affected by four major factors, which are the air temperature, the air velocity, the humidity and the mean radiant temperature (MRT). Through the numerical calculation of the temperature and the modeling of the mean radiant temperature considering the solar radiation, we proposed the new modeling strategies of the mean radiant temperature and investigated the PMV index and evaluated the MRT. Also, we compared the numerical results with the experimental values. As the results, we found out that the MRT is affected by the wall temperature and the solar radiation. We also knew that the new modeling strategies of the mean radiant temperature is a more correct way of PMV calculation. Especially, the new modeling is necessary for the spaces like an atrium and large rooms with windows mainly influenced by solar radiation.

Evaluation of Seismic Fragility of Concrete Faced Rockfill Dam (콘크리트 표면차수벽형 석괴댐의 지진 취약도 평가)

  • Baeg, Jongmin;Park, Duhee;Yoon, Jinam;Choi, Byoung-Han
    • Journal of the Korean Geosynthetics Society
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    • v.17 no.4
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    • pp.103-108
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    • 2018
  • The fragility curves for CFRD dams are derived in this study for probabilistic damage estimation as a function of a ground motion intensity. The dam crest settlement, which is a widely used damage index, is used for minor, moderate, and extensive damage states. The settlement is calculated from nonlinear dynamic numerical simulations. The accuracy of the numerical model is validated through comparison with a centrifuge test. The fragility curve is represented as a log normal distribution function and presented as a function of the peak ground acceleration. The fragility curves developed in this study can be utilized for real time assessment of the damage of dams.