• Title/Summary/Keyword: 변형도 속도 효과

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Study on Power Measurement and Comparison of Marine Current Turbine in a Towing Tank (예인수조를 이용한 조류발전 터빈의 동력 계측 및 비교 연구)

  • Do, In-Rok;Kim, Moon-Chan;Lee, Seung-Ki;Hyun, Beom-Soo
    • Journal of the Korean Society for Marine Environment & Energy
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    • v.14 no.4
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    • pp.230-238
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    • 2011
  • The experimental study for the performances of 100 kW marine current turbines (Horizontal Axis Turbine) has been conducted with three cases of 700 mm diameter model in PNU 100 m towing tank. Three cases of impeller have been designed according to the variation of section configuration and tip shape. The model tests have been carried out at different speed of revolution to find out the scale effect (Reynolds number effect). The designed rake impeller was the best among them in the efficiency point of view especially at high Tip Speed Ratio (TSR). The present study is expected to be extended to conduct at high reynolds number as well as the computational study for the validation.

Physical Properties of High Performance Multilayered PVC Pipe (고성능 다층 PVC pipe의 물성)

  • Shin, Yong-Jin;Ryang, Kyung-Seung;Kim, Sung-Hyun
    • Applied Chemistry for Engineering
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    • v.10 no.5
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    • pp.711-717
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    • 1999
  • A multilayer-structure material containing ductile and brittle layer simultaneously was examined and compared with a single layer material using fracture mechanical properties. We found that impact strength of multilayer structure material was considerably higher than single layer's and toughness was enhanced by about two times or higher in similar glass transition temperature($T_g$) region and the same dimension. The superposition principle of impact pulse was used for interpretation of kinetic stress wave as a high-velocity crack proceeds in the plastic. It was understood that the optimum condition of ductile/brittle thickness ratio could be designed in the final toughness enhancement of multilayer.

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Efficient Dynamic Index Structure for SSD (SPM) (SSD에 적합한 동적 색인 저장 구조 : SPM)

  • Jin, Du-Seok;Kim, Jin-Suk;You, Beom-Jong;Jung, Hoe-Kyung
    • The Journal of the Korea Contents Association
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    • v.10 no.2
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    • pp.54-62
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    • 2010
  • Inverted index structures have become the most efficient data structure for high performance indexing of large text collections, especially online index maintenance, In-Place and merge-based index structures are the two main competing strategies for index construction in dynamic search environments. In the above-mentioned two strategies, a contiguity of posting information is the mainstay of design for online index maintenance and query time. Whereas with the emergence of new storage device(SSD, SCRAM), those do not consider a contiguity of posting information in the design of index structures because of its superiority such as low access latency and I/O throughput speeds. However, SSD(Solid State Drive) is not well suited for traditional inverted structures due to the poor random write throughput in practical systems. In this paper, we propose the new efficient online index structure(SPM) for SSD that significantly reduces the query time and improves the index maintenance performance.

Evaluation of Seismic Damage for RC Bridge Piers I : Theory and Formulation (철근콘크리트 교각의 지진손상 평가 I : 이론 및 정식화)

  • 김태훈;김운학;신현목
    • Journal of the Earthquake Engineering Society of Korea
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    • v.6 no.3
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    • pp.31-40
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    • 2002
  • The purpose of this study is to investigate the seismic behavior of RC bridge piers and to provide the data for developing improved seismic design criteria. The accuracy and objectivity of the assessment process may be enhanced by the use of sophisticated nonlinear finite element analysis program. A computer program, named RCAHEST(reinforced concrete analysis in higher evaluation system technology), for the analysis of reinforced concrete structures was used. Material nonlinearity is taken into account by comprising tensile, compressive and shear models of cracked concrete and a model of reinforcing steel. The smeared crack approach is incorporated. n boundary plane at which each member with different thickness is connected, local discontinuity in deformation due to the abrupt change in their stiffness can be taken into account by introducing interface element. The effect of number of load reversals with the same displacement amplitude has been also taken into account to model the reinforcing steel and concrete. In the companion paper, the proposed numerical method for seismic damage evaluation of RC bridge piers is verified by comparison with the reliable experimental results.

Effect of Processing Conditions Upon Heat Stability and Structure Formation in Fish Protein (생선단백질의 열안정성과 조직형성속도에 공정조건이 미치는 영향)

  • Park, Sung-Jin;Kim, Byung-Yong
    • Korean Journal of Food Science and Technology
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    • v.24 no.5
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    • pp.463-469
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    • 1992
  • Effect of thermal processing upon the structure formation of surimi was investigated by differential scanning calorimeter (DSC), rigidity changes during heating, and scanning electron microscopy (SEM). DSC studies showed the transition temperatures and heat capacity of the proteins during heating. Thermal transition peaks of the proteins were shifted to the lower temperatures or disappeared by the addition of salt and higher heating rate or setting treatment ($4^{\circ}C$ or $40^{\circ}C$). Whereas setting at $4^{\circ}C$ for 24hr produced elastic component and showed a permanent effect in rigidity development during heating, setting at $40^{\circ}C$ for 30 min produced a temporary effect. SEM studies in conjunction with rigidity scanning provided an insight into the structural features of the gel and helped clarify the setting and protein modification effects.

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Seismic Performance Evaluation of Reinforced Concrete Bridge Columns under Varying Axial Force (변동 축하중을 받는 철근콘크리트 교각의 내진성능평가)

  • 김태훈;김운학;신현목
    • Journal of the Earthquake Engineering Society of Korea
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    • v.7 no.2
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    • pp.67-73
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    • 2003
  • The purpose of this study is to evaluate seismic performance of reinforced concrete bridge columns under varying axial force. A computer program, named RCAHEST(reinforced concrete analysis in higher evaluation system technology), for the analysis for reinforced concrete structures was used. Material nonlinearity is taken into account by comprising tensile, compressive and shear models of cracked concrete and a model of reinforcing steel. The smeared crack approach is incorporated. In boundary plane at which each member with different thickness is connected, local discontinuity in deformation due to the abrupt change in their stiffness can be taken into account by introducing interface element. The effect of number of load reversals with the same displacement amplitude has been also taken into account to model the reinforcing steel and concrete. The proposed numerical method for seismic performance evaluation of reinforced concrete bridge columns under varying axial force is verified by comparison with reliable experimental results.

An Improved Robust Fuzzy Principal Component Analysis (잡음 민감성이 개선된 퍼지 주성분 분석)

  • Heo, Gyeong-Yong;Woo, Young-Woon;Kim, Seong-Hoon
    • Journal of the Korea Institute of Information and Communication Engineering
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    • v.14 no.5
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    • pp.1093-1102
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    • 2010
  • Principal component analysis (PCA) is a well-known method for dimension reduction while maintaining most of the variation in data. Although PCA has been applied to many areas successfully, it is sensitive to outliers. Several variants of PCA have been proposed to resolve the problem and, among the variants, robust fuzzy PCA (RF-PCA) demonstrated promising results. RF-PCA uses fuzzy memberships to reduce the noise sensitivity. However, there are also problems in RF-PCA and the convergence property is one of them. RF-PCA uses two different objective functions to update memberships and principal components, which is the main reason of the lack of convergence property. The difference between two functions also slows the convergence and deteriorates the solutions of RF-PCA. In this paper, a variant of RF-PCA, called RF-PCA2, is proposed. RF-PCA2 uses an integrated objective function both for memberships and principal components. By using alternating optimization, RF-PCA2 is guaranteed to converge on a local optimum. Furthermore, RF-PCA2 converges faster than RF-PCA and the solutions found are more similar to the desired solutions than those of RF-PCA. Experimental results also support this.

An Application of Fuzzy Decision Trees for Hierarchical Recognition of Handwriting Symbols (퍼지 결정 트리를 이용한 온라인 필기 문자의 계층적 인식)

  • 전병환;김성훈;김재희
    • Journal of the Korean Institute of Telematics and Electronics B
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    • v.31B no.3
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    • pp.132-140
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    • 1994
  • SCRIPT (Symbol/Character Recognition In Pen-based Technology) is an algorithm for on-line recognition of handwriting Hangeul. English upperacase letters, decimal digits, and some keyboard symbols. The shape of handwriting symbols has a large variation even when written by the same person. Though the feature analysis approach using a conventional decision tree is efficient, it is not robust under shape variations and prone to misclassification. Thus, a new method to overcome this shortcoming is necessary. In this paper, a feature analysis algorithm using two fuzzy decision trees which utilize the hierarchical property of the pattern is proposed. The first tree is used to represent the stroke shape, and the other tree is used to represent the relation between the strokes. since this method stores various possibilities. it is robust to shape variations and can readily modify false selections. In addition, there is a large increase in the recognition rate of high-level patterns due to low-level candidated. Experimental results show 91% recognition rate for Hangeul at the recognition speed of 0.33 second per character, and the recognition rate of alphanumerics and some keyboard symbols is 95% at 0.08 second per symbol. This is 8~18% increase in the recognition rate over th method not applying fuzzy decision trees.

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Alkaline Pilot Processing for Recovery of Fish Muscle Protein and Properties of Recovered Protein (어육 단백질 회수를 위한 알칼리 Pilot 공정과 회수 단백질의 특성)

  • Jang, Young-Boo;Kim, Gun-Bae;Lee, Keun-Woo;Choi, Yeung-Joon
    • Journal of the Korean Society of Food Science and Nutrition
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    • v.35 no.8
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    • pp.1045-1050
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    • 2006
  • Optimum operation condition for pilot scale of alkaline processing for fish muscle was investigated by measuring protein solubility, yield, texture, and water-holding capacity. Recovered protein yield was 33.2% for whole fish and 61.8% for minced muscle. Optimum homogenized speed and time, using industrial scale homogenizer, were 3,000 rpm and 5 min, respectively. Limited centrifugal force of continuous cylinder type was 4,000 rpm for recovering soluble protein, and 2,000 rpm for recovering precipitated proteins. The pH control agents such as citric acid, sodium phosphate and calcium oxide decreased the breaking force and deformation of recovered protein gel. The breaking force and deformation of the recovered proteins were high compared to conventional surimi. The breaking force and deformation were decreased by addition of salt, starch and bovine plasma proteins. Whiteness of recovered protein gel was lower than that of conventional surimi. Alkaline processing greatly decreased nitrogen content and chemical oxygen demand in waste water. The results suggest that alkaline processing has a potential as industrial production for recovering the proteins from fish muscle.

Evaluation of Damage Indices for RC Bridge Piers with Premature Termination of Main Reinforcement Using Inelastic FE Analysis (비탄성 유한요소해석을 이용한 주철근 단락을 갖는 철근콘크리트 교각의 손상지수 평가)

  • 김태훈;신현목
    • Journal of the Earthquake Engineering Society of Korea
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    • v.5 no.4
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    • pp.39-49
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    • 2001
  • In this paper, inelastic analysis procedures are presented for the seismic performance evaluation of RC bridge piers with premature termination of main reinforcement. The mechanical characteristic of cracked concrete and reinforcing bar in concrete has been modeled, considering the bond effect between reinforcing bars and concrete, the effect of aggregate interlocking at crack surface and the stiffness degradation after the crack. The smeared crack approach is incorporated. In boundary plane at which each member with different thickness is connected, local discontinuous deformation due to the abrupt change in their stiffness can be taken into account by introducing interface element. The increase of concrete strength due to the lateral confining reinforcement has been also taken into account to model the confined concrete. The proposed numerical method for seismic performance evaluation of RC bridge piers with premature termination of main reinforcement will be verified by comparison with reliable experimental results.

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