• 제목/요약/키워드: Curvature Deformation

검색결과 274건 처리시간 0.027초

스포츠쟈켓용 나일론/면 교직물의 설계조건에 따른 역학적 특성과 태 (Effect of Fabric Design Condition on the Mechanical Properties and Handle of Nylon/Cotton Union Fabrics for Sport Jacket)

  • 권오경;송민규
    • 한국의류산업학회지
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    • 제5권3호
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    • pp.267-272
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    • 2003
  • Tactel(Nylon66) union fabrics were woven with the specification of 70d/34f nylon as warp for sport wear jacket. Weft yarn has three types; 100% cotton yarn, nylon core-spun yarn and nylon-polyurethane covering yarn as weft. Fabric structers were plain, twill and satin weave structure with the air jet loom. The mechanical properties of 8 fabrics were measured with KES-F and primary Hand Values and Total Hand Values were calculated. The results of the study were as follows: 1) There was little difference among LTs of N/CM fabric groups. RT of the fabrics with CM100's was bigger than that of fabrics with CM80's, resulting that the fabrics with CM100's have better formability. In terms of weaving structure, twill fabrics have shape deformation. 2) In comparison of RTs with weft yarn type, RT of N-PU covering yarn was the highest, followed by Nylon core-spun yarn and cotton yarn. Thus, the fabric with N-PU covering yarn has better stability of shape deformation. 3) Stretch yarn could express an excellent silhouette formation and twill and satin structures were better structure to make curvature on human form. 4) 2HG/G value of nylon core-spun fabrics was larger than that of N/C fabrics, but the silhouette formation of N/C fabrics was excellent. 5) The RC of N/PU was the highest, followed by N/P, and N/CM. 6) Koski of N/PU fabrics was the highest, Numeri of N/PU and N/Co-I were relatively higher than the others. THVs of N/CM-IV and N/CO-II were lower than the others, resulting that, twill structure was better than plain structure for a sport wear uses.

극박방향성 규소강판 권자심 제작에 따른 응력과 열처리효과 (Annealing Effect and Stress for Ultra-Thin 3%Si-Fe Strip Wound Cores)

  • 김영학
    • 한국자기학회지
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    • 제8권4호
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    • pp.185-191
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    • 1998
  • 본 연구는 극박 35Si-Fe 방향성 규소강판을 권자심으로 사용하는 것을 목적으로 권자심의 곡률반경과 두께에 따른 탄성 및 소성변형솨 같은 변형 상태를 조사하였으며, 응력제거 열처리 온도에 따른 권자심의 응력의 완화와 자기특성의 변화를 자구구조와 관련지어 검토하였다. 시료의 두께와 곡률반경에 대해 소성변형의 경계가 간단한 식으로 얻어졌고, 실험치와 비교한 결과 일치하엿다. 극박규소강판을 권자심으로 감은 직후에는 시료의 내표면에 도입된 응역에 의해 180$^{\circ}$자벽은 관찰되지 dkag고 메이지 패턴의 자구구조가 관찰되었다. 열처리 온도가 $600^{\circ}C$에서 응력이 완하되기 시작하며 자기특성도 회복하였고 권자심 내표면에 180$^{\circ}$ 자벽이 회복되었다. 그러나 90$0^{\circ}C$$\times$30 min의 열처리를 하여도 권자심의 B8는 스트립상의 값으로 회복되지만 탄성변형역에 존재하는 시료에서조차도 Hc는 회복되지 않았다. 이는 내표면에 잔류하는 메이즈 패턴의 자구에 의한 것으로 생각된다. 이 실험으로부터 극박 ?향성 규소 강판을 이용하여 권자심을 제작할 때 권자심에 국부적으로 도입되는 응력에 대한 대책이 매우 중요하다고 생각된다.

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철근콘크리트 교각의 연성도 평가를 위한 비선형해석 (Nonlinear Analysis of RC Bridge Columns for Ductility Evaluation)

  • 손혁수;이재훈
    • 한국지진공학회논문집
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    • 제7권4호
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    • pp.39-49
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    • 2003
  • 본 연구는 철근콘크리트 교각에 대한 새로운 내진설계법을 개발하기 위한 연구의 일환으로서, 축력과 함께 반복 횡하중을 받는 철근콘크리트 교각의 모멘트-곡률 포락곡선 및 하중-변위 포락곡선을 얻기 위한 비선형 해석방법을 제시한다. 철근콘크리트 교각의 내진성능에 영향을 미치는 주요변수들에 대한 기존의 해석모델을 적용하였으며, 국내ㆍ외에서 수행된 나선철근 및 원형띠철근 기둥의 준정적 실험결과와의 비교 분석을 통하여 실험결과와 유사한 해석결과를 제공할 수 있도록 기존의 해석모델을 일부 수정 제안하였다. 해석에는 횡방향 구속효과를 고려한 콘크리트 모델, 반복하중을 받는 철근의 포락선 모델, 축방향철근의 부착슬립 모델, 전단변형 모델 등을 적용하였다. 제안된 해석방법은 실험결과를 비교적 잘 예측할 수 있는 것으로 평가되며, 특히 변형능력 및 연성도에 대하여는 실험결과에 비하여 안전측의 결과를 제공한다.

복합재료 곡면형 자동기의 최적설계를 위한 대규모 수치해석 연구 (Large-scale Simulation for Optimal Design of Composite Curved Piezoelectric Actuator)

  • 정순완;황인성;김승조
    • 한국복합재료학회:학술대회논문집
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    • 한국복합재료학회 2005년도 춘계학술발표대회 논문집
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    • pp.5-8
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    • 2005
  • In this paper, the electromechanical displacements of curved piezoelectric actuators composed of PZT ceramic and laminated composite materials are calculated based on high performance computing technology and the optimal configuration of composite curved actuator is examined. To accurately predict the local pre-stress in the device due to the mismatch in coefficients of thermal expansion, carbon-epoxy and glass-epoxy as well as PZT ceramic are numerically modeled by using hexahedral solid elements. Because the modeling of these thin layers increases the number of degrees of freedom, large-scale structural analyses are performed through the PEGASUS supercomputer, which is installed in our laboratory. In the first stage, the curved shape of the actuator and the internal stress in each layer are obtained by the cured curvature analysis. Subsequently, the displacement due to the piezoelectric force (which is resulted from applied voltage) is also calculated. The performance of composite curved actuator is investigated by comparing the displacements obtained by the variation of thickness and elastic modulus of laminated composite layers. In order to consider the finite deformation in the first analysis stage and include the pre-stress due to curing process in the second stage, nonlinear finite element analyses are carried out.

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자동차 구동용 PEMFC 금속계 분리판 개발 (Development of Metallic Bipolar Plate for Automotive PEMFC)

  • 전유택;정경우;나상묵
    • 한국신재생에너지학회:학술대회논문집
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    • 한국신재생에너지학회 2005년도 춘계학술대회
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    • pp.321-325
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    • 2005
  • Bipolar plate is the main part with MEA in automotive PEMFC. It must have a good electrical conductivity and excellent corrosion resistance, be cost effective. Therefore, stainless steels have been studied by many researchers because of its corrosion resistance and cost benefits. But their properties are not sufficient for the application to bipolar plate for automotive PEMFC. In this work, we have performed stamping using various commercial stainless steels to select candidate material for biploar plate and to derive design parameters for stamping simulation. The results showed that a small curvature at the corner of flow field is more favorable due to easier a plastic deformation. Stamping process was simulated by changing surface condition, and the size and angle of channel. The optimum shape and spring back phenomena were evaluated. Surface coating was applied to increase the corrosion resistance and electrical conductivity of stainless steel. The electrical interfacial resistance was 10 to $15m{\Omega}cm^2$ under clamping force of 150psi. But corrosion resistance of coating on the stainless steel was not good due to the unstableness of microstructure.

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Optimal stiffness distribution in preliminary design of tubed-system tall buildings

  • Alavi, Arsalan;Rahgozar, Reza
    • Structural Engineering and Mechanics
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    • 제65권6호
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    • pp.731-739
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    • 2018
  • This paper presents an optimal pattern for distributing stiffness along a framed tube structure through an analytic equation, which may be used during the preliminary design stage. Most studies in this field are computationally intensive and time consuming, while a hand-calculation method, as presented here, is a more suitable tool for sensitivity analyses and parametric studies. Approach in development of the analytic model is to minimize the mean compliance (external work) for a given volume of material. A variational statement of the problem is made, and a specified deformation-profile is obtained as the necessary condition for a minimum; enforcing this condition, stiffness is then computed. Due to some near-zero values for stiffness, the problem is modified by considering a lower bound constraint. To deal with this constraint, the design domain is assumed to be divided into two zones of constant stiffness and constant curvature; and the problem is restated in terms of these concepts. It will be shown that this methodology allows for easy computation of stiffness through an analytic and dimensionless equation, valid in any system of units. To show practicality of the proposed method, a tubed-system structure with uniform stiffness distribution is redesigned using the proposed model. Comparative analyses of the results reveal that in addition to simplicity of the proposed method, it provides a rather high degree of accuracy for real-world problems.

Service load response prediction of reinforced concrete flexural members

  • Ning, Feng;Mickleborough, Neil C.;Chan, Chun-Man
    • Structural Engineering and Mechanics
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    • 제12권1호
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    • pp.1-16
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    • 2001
  • A reliable and accurate method has been developed to predict the flexural deformation response of structural concrete members subject to service load. The method that has been developed relates the extent of concrete cracking, measured as a function of the magnitude of applied moment in a member, to the reduction in the effective moment of inertia of cracked reinforced concrete members under service load conditions. The ratio of the area of the moment diagram where the moment exceeds the cracking moment, to the total area of the moment diagram for any loading, provides the basis for the calculation of the effective moment of inertia. This ratio also represents mathematically a probability of crack occurrence. Verification of this method for the determination of the effective moment of inertia has been achieved from an experimental test program, and has included beam tests with different loading configurations, and shear wall tests subjected to a range of vertical and lateral load levels. Further verification of this method has been made with reference to the experimental investigation of other recently published work.

Variable-focus Liquid Lens Based on a Laterally-integrated Thermopneumatic Actuator

  • Lee, June Kyoo;Park, Kyung-Woo;Lim, Geunbae;Kim, Hak-Rin;Kong, Seong Ho
    • Journal of the Optical Society of Korea
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    • 제16권1호
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    • pp.22-28
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    • 2012
  • We report a focal-length tunable liquid lens based on thermopneumatically driven fluidic pressure. The fluidic pressure is generated by deformation of an elastomeric diaphragm induced by thermopneumaticity from a laterally integrated microheater sealed within an air chamber. The pressure is transmitted by a confined liquid to a lens diaphragm through an internal fluid channel. The liquid filling under the lens diaphragm functions as a liquid lens for dynamic focusing with properties depending on the curvature of the deformed diaphragm. The diaphragm area of the air chamber is designed five times larger than that of the lens cavity to yield high focal-length tunability by amplified deflection of the lens diaphragm. With our method, we achieved excellent focal-length tunability from infinity (without an input current) to 4 mm (with an input current of 12 mA) with a lens aperture diameter of 2 mm.

막 구조물의 재단도 작성과 막재의 손실률에 관한 연구 (A Study on The Cutting Pattern Generation of Membrane Structures and The Loss-Ratio of Material)

  • 손수덕;정을석;김승덕
    • 한국공간구조학회논문집
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    • 제6권1호
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    • pp.117-127
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    • 2006
  • 경량 연성구조시스템 중 하나인 막 구조물은 대공간 구조물에 많이 사용되어진다. 막 구조물은 축강성이 강하고 휨강성이 매우 작은 재료를 주 구조재로 사용하기 때문에 다른 구조물과 달리 구조설계에서는 형상해석, 응력-변형해석 그리고 재단도 등의 일련의 과정을 필요로 한다. 재단도의 작성에는 구조물의 크기나 곡률 그리고 재료적 강성에 따라 많은 변수가 작용하며 다른 설계과정과는 매우 다르다. 따라서 일반 구조설계용 프로그램은 막 구조물의 구조설계에 부적당하다. 본 연구에서는 막 구조물의 측지선을 이용한 재단도 작성 프로그램을 개발하고, 예제를 통해 재단도 작성결과를 비교 고찰하도록 한다.

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고주파 벤딩을 통한 케이블 파이프의 변형에 관한 연구 (A Study on the Deformation of Cable Pipes via Induction Bending)

  • 주이환;진진;문성민;류성기
    • 한국기계가공학회지
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    • 제19권4호
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    • pp.79-84
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    • 2020
  • Induction bending via high-frequency heating is widely used for manufacturing pipe and section steel bends. It allows productivity improvement, unit cost reduction, delivery time compliance, and good mechanical properties. The recent increase in high-end vessels and offshore plants has raised the demand for high-frequency bending, which should improve the product quality and reduce the costs by simplifying the fabrication process; therefore, the characteristics and performance of this technique must be studied and proper design technology is required. During hot pipe bending via induction heating, the outward wall thickness of the pipe is thinned due to tensile stress and this thickness reduction cannot exceed 12.5%. This study focused on pipe bends with a bending curvature of 5D and their optimization design; in particular, the conditions that can both improve the productivity of the high-frequency bending process and keep the maximum thickness reduction below 12.5% were determined.