• Title/Summary/Keyword: Variable Span

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Aerodynamics and Flight Control of Air Vehicle with Variable Span Morphing Wing (가변스팬 모핑날개를 가진 비행체의 공력특성 및 비행 제어)

  • Bae, Jae-Sung;Hwang, Jai-Hyuk;Park, Sang-Hyuk;Kim, Jong-Hyuk
    • Journal of the Korean Society for Aviation and Aeronautics
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    • v.18 no.4
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    • pp.1-8
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    • 2010
  • In the aerospace field, the study on a morphing-wing is in progress to improve flight performance and perform multi flight mission. There are many concepts of morphing-wing such as camber-change, wing-twist, variable-span, and so on. In this study, the aerodynamic characteristics and flight control of an air vehicle with a variable-span morphing wing (VSMW) have been investigated. VSMW with symmetric span control(SSC) can increase cruising range of aircraft by reducing drag in various flight condition. VSMW with anti-symmetric span control(ASSC) can be used in the roll control of an aircraft. The flight control about pure rolling dynamic system and full dynamic system have been performed about the cruise missile.

Aerodynamic Characteristics of a Variable Span Wing Flying Inside a Channel I (Effects of Wing Aspect Ratio and Guideway) (채널 내를 비행하는 가변스팬 날개 공력특성 I (가로세로비 및 안내로 영향))

  • Han, Cheolheui
    • Journal of Aerospace System Engineering
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    • v.10 no.4
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    • pp.11-16
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    • 2016
  • In this paper, an experimental study on the aerodynamic characteristics of a variable span wing flying inside a channel guideway is accomplished using wind tunnel testing. A variable span wing with a NACA 0012 airfoil section was fabricated and actuated using a linear servo motor. The aerodynamic effects of 1) wing aspect ratio, 2) ground effect, and 3) the gap between the wingtip and the wing fence were investigated. It was found that both ground effect and wing fence gap increased lift. Also, the wing fence gap does not significantly affect drag. Therefore, it was found that a variable span mechanism can be used as an effective high lift device when flap use is limited.

A hybrid method for predicting the dynamic response of free-span submarine pipelines

  • Li, Tongtong;Duan, Menglan;Liang, Wei;An, Chen
    • Ocean Systems Engineering
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    • v.6 no.4
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    • pp.363-375
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    • 2016
  • Large numbers of submarine pipelines are laid as the world now is attaching great importance to offshore oil exploitation. Free spanning of submarine pipelines may be caused by seabed unevenness, change of topology, artificial supports, etc. By combining Iwan's wake oscillator model with the differential equation which describes the vibration behavior of free-span submarine pipelines, the pipe-fluid coupling equation is developed and solved in order to study the effect of both internal and external fluid on the vibration behavior of free-span submarine pipelines. Through generalized integral transform technique (GITT), the governing equation describing the transverse displacement is transformed into a system of second-order ordinary differential equations (ODEs) in temporal variable, eliminating the spatial variable. The MATHEMATICA built-in function NDSolve is then used to numerically solve the transformed ODE system. The good convergence of the eigenfunction expansions proved that this method is applicable for predicting the dynamic response of free-span pipelines subjected to both internal flow and external current.

The Plan & Design for Through Plate Girder Bridge of Variable Section (변단면 하로판형교의 계획 및 설계)

  • Min, Young-Taek;Kim, Sung-Yeol;Ko, Seung-Young;Kim, Young-Sang
    • Proceedings of the KSR Conference
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    • 2006.11b
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    • pp.530-537
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    • 2006
  • Recently, the railroad route plan is trying to minimize the damage of the local resident which is caused by railroad construction. For this reason, reducing the banking height of soil roadbed, lowering the bridge girder height of a solid intersection and a part of cross river, the through bridge type which can achieve a required span length must apply. The representative through bridges of railroad are arch bridges, truss bridges and plate girder bridges, the through plate girder bridge of variable section can apply that the span length of these bridges is about $30{\sim}50m$, namely, middle span length bridge types, and that can satisfy structural capacity and beauty of railroad at the same time. This paper introduces plan and design process of the Su-eo cheon bridge applied by a through plate girder bridge type of the Jinju-Gwangyang double track 6th construction ordered at Korea Rail network Authority in 2005.

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Aerodynamic Characteristics of a Variable-Span Wing Flying Inside a Channel II (Effect of Asymmetric Wing Extensions) (채널 내를 비행하는 가변스팬 날개 공력특성 II (비대칭 날개 펼침))

  • Han, Cheolheui
    • Journal of Aerospace System Engineering
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    • v.10 no.3
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    • pp.39-43
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    • 2016
  • In this paper, a wind-tunnel test is accomplished to investigate the roll characteristics of a variable-span wing flying inside a channel. The factors that affect the roll characteristics of the wing were identified by analyzing the measured data; accordingly, when the wing is flying without both the ground and sidewall effects, the asymmetric wing extension causes the roll moment. Both the ground and the sidewall can increase the roll moment, but when the wing is affected by both the ground and the sidewall, the roll moment does not increase as much as the case where the wing is only affected by the ground. Also, the aerodynamic characteristics of the flying wing inside a channel are the nonlinear function of the wing height and the gap between the wingtip and the sidewall, both of which should be considered in a study of the stability and the flight control of the wing-in-ground effect of the vehicle flying inside a channel.

Near-Optimal Parameters of Three Span Continuous Beams subjected to a Moving Load (이동하중이 작용하는 3경간 연속보의 근사 최적제원)

  • 이병규;오상진;모정만
    • Proceedings of the Computational Structural Engineering Institute Conference
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    • 1997.04a
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    • pp.139-146
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    • 1997
  • The main purpose of this paper is to investigate the near-optimal parameters of continuous beam subject to a moving load. The computer-aided optimization technique is used to obtain the near-optimal parameters. The computer program is developed to obtain the natural frequency parameters and the forced vibration responses to a transit point load for the continuous beam with variable support spacing, mass and stiffness. The optimization function to describe the design efficiency is defined as a linear combination of four dimensionless span characteristics: the maximum dynamic stress; the stress difference between span segments; the rms deflection under the transit point load; and the total span mass. Studies of three span beams show that the beam with near-optimal parameters can improve design efficiency by 12 to 24 percent when compared to a reference configuration beams of the same total span length.

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Effects of Parental Variables, Temperament and Internal Locus of Control on Self-Regulation of Children (부모요인과 아동의 기질 및 내재적 통제소재가 자기조절능력에 미치는 영향)

  • Lee, Kyung-Nim
    • Journal of Families and Better Life
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    • v.28 no.6
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    • pp.47-57
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    • 2010
  • This study examines the effects of parental variable(parental support and supervision), temperament(activity level, attention span/persistence, and emotionality) and the internal locus of control on self-regulation of children. Data were collected from 455 5th and 6th graders and analyzed with Pearson's correlations and pathway analysis. The results were as follows : Children's temperament, internal locus of control and parental variable directly affected children's self-regulation. Parental variables mediated between children's temperament and internal locus of control and self-regulation. Internal locus of control mediated between children's temperament and self-regulation: in addition, the most important variable predicting children's self-regulation was children's attention span/persistence temperament.

A Study on Children Suffering from Cerebral Palsy in Terms of ADL Evaluation (일상생활동작 평가를 통한 뇌성마비아동에 대한 연구)

  • Park Youn-ki;Lim Ho-Chan;Ahn Byung-Jub;Bae Sung-Soo
    • The Journal of Korean Physical Therapy
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    • v.1 no.1
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    • pp.27-45
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    • 1989
  • This study aims at helping cerebrally palsied children to overcome and minimize their sufferings, inducing them to perform ordinary activities of daily living for themselves by coducting ADL Tests which are fundamental activities in daily life and presenting treatment plan for their overall rehabilitation and basic data for achieving the training objective. For that purpose, 173 cerebrally palsied children were selected and given ADL performance Tests from Dec. 1987 to Oct. 1988 and the following results were obtained. 1. Correlation coefficients for each ADL category indicated significant statistical value at .01 level. 2. Correlation coefficient between school-year variable and ADL category variable was significant at .01 level. 3. Correlation between age variable and ADL variable category proved significant at .01 level as well. 4. Correlation coefficients between each category in terms of functional state of extremities were significant at .01 level. 5. The difference in ADL achievements between each category by school year were as follows ; 1) In the category of meeting nature's tall, the age span of more than 4 school years showed statistical significance. 2) In the category of putting off and on clothing, the age span of 3 school years indicated statistical significance. 3) In taking meals statistical significance was found in the age span of 4 school years. 4) In finger movements the age span of more the 4 school years indicated statistical significance. 5) In walking activities statistical significance was noticed in the age span of 2 or 3 school years. Besides, in category by school year, and exceptional case was noticed that the 6th graders were lower than the 5th graders in self-reliance rate. 6. the difference in ADL achievements by type of palsy, children of triplegia were the lowest, while those of monoplegia were the highest. 7. The difference in ADL achievements by kind of palsy, patients of athetosis showed lower rate of self-reliance than those of spasticity, and particularly the latter showed a high rate of self-reliance in taking meals$(83.5\%)$. The former were relatively low in self-reliance and lowerst in meeting nature's call $(59.8\%)$.

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Effects of the Attention Span Temperament, Affectionate Rearing Attitudes of Mothers and Family Support on Behavioral Problems of Children : The Mediating Effects of Self-resilience (주의집중성 기질, 어머니의 애정적 양육태도 및 가족지지가 아동의 문제행동에 미치는 영향: 자아탄력성의 매개효과를 중심으로)

  • Cho, Yun Mi;Lee, Sook
    • The Korean Journal of Community Living Science
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    • v.25 no.3
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    • pp.303-319
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    • 2014
  • This study considers structural equation model and examines the-relationships between various model variables to identify the causal relationships of between the attention span temperament, affectionate rearing attitudes of mothers, and family support (individual external variables) to children's behavioral problems though self-reliance, psychological variable. According to the results, the attention span temperament had significant direct, indirect, and total effects on the externalization of behavioral problems, but affectionate rearing attitudes and family support had only significant indirect effects. Self-resilience had a significant direct effect. These results can be used as basic data to prevent behavioral problems of children and increase their self-resilience.

A Study on the Track Longitudinal Force on the CWR track bridge with variable span length (장대레일 교량의 지간병화에 따른 궤도 축력 연구)

  • Jung Suk-In;Kim Sang-Chul;Kim Yun-Tae
    • Proceedings of the KSR Conference
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    • 2004.10a
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    • pp.781-787
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    • 2004
  • Where the track is continuously welded over a bridge, the longitudinal force is interacted between the track and the sub-structure. Due to this respect, the expansion joint is used to decrease this force. But the expansion joint has several problems related to passenger comfort and maintenance etc. In this study, it is analysed about how the stability of the track is affected as the span length becomes longer in case of 2-span continuos bridge. It is found that there is no problem of an stability unless the span length is longer than 90m when the elastic shoe is used. And several parametric studies were also implemented.

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