• 제목/요약/키워드: Web Tension

검색결과 121건 처리시간 0.029초

장력제어 성능개선을 위한 가변 입력이득 퍼지제어알고리즘 적용에 관한 연구 (A Research about Implementation of Fuzzy Control Algorithm with Variable Input Gain for Improving Performance of Tension Control)

  • 설재훈;박종오;장종승;임영도
    • 제어로봇시스템학회논문지
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    • 제7권8호
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    • pp.680-688
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    • 2001
  • In this paper, the fuzzy control with variable input gain is applied to maintain the consistent tension in the process of taking up and releasing texture. In the process of discharging web on one side rolling it on another, the take-up drum gets smaller on the release drum side as it gets bigger on the rolling side, thus it is necessary to change the balance of velocity between the sides. In order to solve the problem a tension controller is necessary. The PI control method has been employed to maintain the consistent tension, but the PI control method produces a problem which requires an experienced worker with the traits of the machine, in order to perform the fine adjustments according to the environment of the process. For solving the above problem, we apply fuzzy control to the tension system, in order to produce a uniform roll. For the performance test, the fuzzy controller does not need to revise the parameters. Therefore the fuzzy controller exhibits an excellent additivity for the tension system where the system is changed with time.

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Experimental study on shear behavior of I-girder with concrete-filled tubular flange and corrugated web

  • Shao, Y.B.;Wang, Y.M.
    • Steel and Composite Structures
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    • 제22권6호
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    • pp.1465-1486
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    • 2016
  • Conventional plate I-girders are sensitive to local buckling of the web when they are subjected mainly to shear action because the slenderness of the web in out-of-plane direction is much bigger. The local buckling of the web can also cause the distorsion of the plate flange under compression as a thin-walled plate has very low torsional stiffness due to its open section. A new I-girder consisted of corrugated web, a concrete-filled rectangular tubular flange under compression and a plate flange under tension is presented to improve its resistance to local buckling of the web and distorsion of the flat plate flange under compression. Experimental tests on a conventional plate I-girder and a new presented I-girder are conducted to study the failure process and the failure mechanisms of the two specimens. Strain developments at some critical positions, load-lateral displacement curves, and load-deflection curves of the two specimens have all be measured and analyzed. Based on these results, the failure mechanisms of the two kinds of I-girders are discussed.

강합성 중공 웨브의 구조용 목재 최적배치를 위한 강성기반 위상설계 정보 (Topology design informatics for optimally allocating glue-laminated timber members of steel-composite beams with web-openings)

  • 이동규;반 티엔 탄
    • 한국공간구조학회논문집
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    • 제22권2호
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    • pp.47-55
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    • 2022
  • In this study, we focus on the feasibility of structural topology optimization for a steel-timber composite beam design of optimally allocating glue-laminated timbers into a web with openings under the condition of given steel flanges. The motivation of this study is to topologically take maximal stiffness harmonizing both tension and compression performance of the steel-timber composite beam and become the eco-frandly timber design for buidling members. As a result of this study, the key web-openings allocation becomes triangle spaces, i.e., empty or no materials, of optimal topologies of both a pure timber plate and a steel flange-web timber plate without web-openings. Several applicable examples verify the effectiveness of topology optimization for steel-timber beams with web-openings.

주기하중을 받는 골조강판벽의 실험연구 (Framed Steel Plate Wall subject to Cyclic Lateral Load)

  • 박홍근;곽재혁;전상우;김원기
    • 한국강구조학회 논문집
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    • 제16권6호통권73호
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    • pp.781-792
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    • 2004
  • 스티프너가 없는 얇은 강판을 사용한 골조강판벽 시스템에 대한 실험연구를 실시하였다. 1경간 3층의 골조강판벽에 주기횡하중을 재하하였으며, 주요한 실험 변수는 강판의 두께, 기둥의 강도이다. 실험결과를 이용하여 강판벽의 강도, 변형능력, 에너지 소산능력을 연구하였으며, 이를 토대로 골조강판벽의 파괴메카니즘을 분석하였다. 실험결과, 얇은 강판을 사용하는 골조강판벽은, 높은 강도, 낮은 연성능력, 캔틸레버거동특성을 나타내는 일반적인 가새골조나 스티프너 보강된 강판벽과는 여러 면에서 다른 거동특성을 나타낸다. 골조강판벽에서는 강판의 조기국부좌굴과 인장응력장 작용이 발생하면서, 전 층에 고르게 항복변형이 분포된다. 이로 인하여 변형형태는 휨변형과 전단변형의 복합형태를 나타내며, 우수한 강도 및 에너지 소산능력과 연성모멘트 골조에 버금가는 변형능력을 나타내었다. 그러나 일반적인 가새골조와는 달리 보, 기둥 등의 골조부재는 강판의 인장응력장을 지지할 수 있도록 설계되어야 하며, 따라서 기둥의 강도가 작고 콤팩트 단면을 사용하지 않은 경우에는 약층현상이 발생하며 강도가 급격히 저하되었다. 얇은 강판을 사용하는 골조강판벽은 일반적인 가새골조나 스티프너 보강 강판벽과는 차별되는 우수한 변형능력을 갖고 있으므로 연성내진구조시스템으로 활용할 수 있다.

고속 롤투롤 시스템의 펜듈럼 덴서를 사용한 장력계어기 매칭 설계 (Matching Design of a Tension Controller with Pendulum Dancer in Roll-to-Roll Systems)

  • 강현규;신기현
    • 한국정밀공학회지
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    • 제26권6호
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    • pp.81-89
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    • 2009
  • Dancer systems are typical equipment for attenuation of tension disturbances. Lately, demands for high speed roll-to-roll machines are rising but it is prior to attenuate the tension variation on the web entering into the printing zone to achieve the speed increment. Maintaining a constant tension before the first printing cylinder is the key of high speed, high quality printing. Dancer has been researched in two ways, whether it is controlled or not. The first one is active dancer and the other one is passive dancer. In the active dancer, a position of idle roll of dancer is measured and the roll is moved by external hydraulic cylinder to control tension disturbances. While the passive one composed with spring, damper and idle roll has no external actuator to position the idle roll. The tension disturbance causes movement of dancer roll and the displacement of the roll regulates the tension variation. On the other hand a composite type of dancer is applied for roll-to-roll printing machines. It has same apparatus as passive dancer. The displacement of roll is measured and front(or rear) driven roller is controlled to position the roll. In this paper, it is presented an analysis of pendulum dancer including position feedback PI control and logic for PI gain tuning in roll-to-roll machines. Pole-zero map and root locus with varying system parameters gives a design method for control of the dancer.

Influence of Shrinkage and Stretch During Drying on Paper Properties

  • Torbjorn Wahlstrom
    • 펄프종이기술
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    • 제31권5호
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    • pp.31-46
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    • 1999
  • A drying paper strives to shrink due to the shrinkage of the individual paper fibres. Laboratory results show that a reduction of the shrinkage or an imposed stretch leads to a large increase in tensile stiffness and a large decrease in strain at break. In c cylinder drying section the water in the web is repeatedly heated on the drying cylinder and evaporated in the free draw. To evaluate the drying process regarding influence on paper properties these sub-processes, or drying phases, have to be studied separately. The effect of the conditions on the drying cylinder and on the VacRoll is investigated in pilot trails. Both the fabric tension on the drying cylinder and on the VacRoll reduces the shrinkage of the paper. The laboratory results are used as input to a numerical simulation of the conditions in the free draw. If the web width is increased or the length of the free draw is reduced the mean shrinkage of the paper web is reduced . However, the difference in shrinkage between the middle and the edge of the web is increased.

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변형된 Three-Square-Flap을 이용한 경도 또는 중등도 합지증의 치험례 (Modified Three-Square-Flap for Moderate to Minor Syndactyly)

  • 서병철;오득영;이백권;이종원;안상태
    • Archives of Plastic Surgery
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    • 제33권5호
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    • pp.655-658
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    • 2006
  • Purpose: The main goals of correcting syndactyly of the hand are to form normal web appearance and to prevent motor dysfunction. We modified the original three-square-flap to improve interdigital web space and to reduce the wound healing problem due to tension. Methods: From July 2005 to February 2006, three cases of moderate to minor syndactyly were treated using modified three-square-flap. These flaps were made in such as way that the A flap from dorsal side, the B flap from the interdigital surface, and the C flap from the volar side. We modified the design of dorsal A flap as a hourglass shape instead of square shape to make normal hourglass shaped interdigital web and to reduce the tension of closure with other two flaps(B and C flap). The B and C flap were made as square shape. Results: During 4 to 10 months follow-up period, acceptable esthetic results were obtained without any specific complication, using our modification of the three-square-flap. Conclusion: Our method showed more satisfactory web appearance and was safe to use even in the cases of syndactyly secondary to burns and post-traumatic scars because of excellent blood circulation.

소켓연결 방식을 이용한 프리스트레스트 콘크리트 제형 거더의 구조성능 평가 (Structural Performance Evaluation of Prestressed Concrete Trapezoidal Girders Using Socket Joint System)

  • 심원보;민경환;최홍식
    • 한국산학기술학회논문지
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    • 제16권11호
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    • pp.7244-7249
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    • 2015
  • 본 연구는 소켓연결방식을 이용한 PSC 제형 거더를 구성하는 프리캐스트 부재의 소켓연결 성능을 검증하고 복부 부재의 최적화 단면을 산정할 수 있도록 단위부재 실험을 수행하여 거더의 구조성능을 평가하였다. 실험은 연결부의 성능실험과 복부의 휨 및 전단 성능 실험을 수행 하였으며 모두 4점 재하방식으로 수행되었다. 실험결과 소켓연결을 실시한 시험체에서의 초기균열하중은 기준시험체 대비 크게 저하 되었으나 최대하중 이후의 거동은 큰 차이가 없음을 알 수 있었다. 또한 철근의 고리 이음부 길이는 최대하중에 큰 영향을 미치지 않았다. 복부 전단 실험 결과 프리스트레싱 강봉으로 전단 보강을 실시한 시험체에서 기준시험체 대비 높은 사인장 균열하중을 나타내었다. 복부 휨 실험 결과 인장측에 프리스트레싱 강봉으로 보강한 시험체에서 가장 큰 최대하중 결과를 얻을 수 있었다.

웹 표면 수직방향으로 기우러진 롤에 의한 측 방향 웹 거동에 대한 연구 (A study on the lateral Dynamics of the Moving Web Induced by a Tilted Roller)

  • 신기현
    • 한국정밀공학회지
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    • 제17권12호
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    • pp.209-216
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    • 2000
  • The lateral behavior of the moving web is critical to the quality of the web products. The alignment of the rollers carrying the web is found to be one of important factors to the lateral behavior of the moving web. But, the study on the effect of the tilting roller in the direction of the normal to the moving web on the lateral behavior has not been reported in the literature yet. For example, the contact roller often contacts the winding roll in a tilted fashion and causes the lateral motion of the winding web, which induces the offset on the wound roll. The lateral dynamics of the moving web induced by a tilted roller in normal direction of a web is investigated in this paper. The two-dimensional dynamic model developed by Shelton is extended to investigate the effect of a titled roller in a normal direction of the moving web on the lateral motion of the moving web. New boundary conditions are developed to solve the extended model. Computer simulation study proved that the model developed can be used to predict the lateral motion of the moving web ? to a tilted roller in normal direction of the moving web. The lateral deflection is increased exponentially a the tilting angle is increased. As the length of web span is increased, the amount of lateral deflection was increased almost linearly for the same tilting angle. The lateral dynamics turned out to be almost independent to the operating tension. The model developed can be used to solve the offset problem of the staggered winding and also to design a new web guiding mechanism.

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