• 제목/요약/키워드: 이축

검색결과 252건 처리시간 0.022초

FTIR-ATR 의 ‘Multiple Peak Reference Method’를 이용한 이축연신 PEN film의 3차원 배향분석 (Application of MMultiple Peak Reference MethodM of FTIR-ATR spectroscopy for 3-dimensional orientation analysis of biaxially deformation PEN film)

  • 박기호;양영일;이한섭
    • 한국섬유공학회:학술대회논문집
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    • 한국섬유공학회 2003년도 가을 학술발표회 논문집
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    • pp.199-200
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    • 2003
  • PEN (Polyethylene 2,6-dicarboxyl naphthalate)은 PET와 화학적 구조가 유사한 polyester 이다. PEN은 PET 의 benzene ring 대신 naphthalene ring이 있는 구조로서 rigid 한 구조를 바탕으로 PET 보다 훨씬 우수한 기계적 물성과 기체 차단성 및 전기 절연성을 가지고 있기 때문에, 현재 PEN에 대해서는 많은 연구가 진행되었고, 상업용으로도 생산되고 있다. 현재까지 진행된 PEN에 대한 연구 중 X-ray를 이용한 배향 거동에 대한 연구보고는 많았으나, 아직까지 FTIR-ATR 을 통해서 시료의 Machine Direction (MD), Transverse Direction (TD), Normal Direction (ND)의 세 방향으로 필름의 3차원적 분자 배향의 거동에 대한 연구보고는 없다. (중략)

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수레-2축역진자 시스템의 SIIM 퍼지 의사-슬라이딩 모드 제어에 관한 연구 (A Study on the SIIM Fuzzy Quasi-Sliding Mode Control for the Double Inverted Pendulum on a Cart)

  • 채창현;김성로
    • 한국기계가공학회지
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    • 제17권1호
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    • pp.116-121
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    • 2018
  • In this paper, we propose the SIIM fuzzy Quasi-sliding mode controller for the system of a double inverted pendulum on a cart. Since it is difficult to handle this 6th-order system, we decoupled the entire system into three $2^{nd}$ order subsystem, and we designed the SIIM fuzzy Quasi-sliding mode controller for each subsystem, which was easy and did not require the derivation of the equivalent control. The stability of the entire system is guaranteed using Lyapunov function. The validity and robustness of the proposed controller are demonstrated through the computer simulation, and the results are compared with the results of former studies.

시편 두께에 따른 알루미나 세라믹스의 이축 파괴 거동 (Biaxial Fracture Behavior of Alumina Ceramics ; Thickness Effect on Ball-on-3-ball Test)

  • 이홍림;박성은;이중현
    • 한국세라믹학회지
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    • 제36권7호
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    • pp.711-717
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    • 1999
  • Biaxial fracture behavior of alumina specimens with the diameter of 20mm and four kinds of thickness of 1.9, 2.3, 2.6 and 2.8mm was studied by the ball-on-3-ball test and the fracture results were analyzed by he analysis of variance (ANOCA), The strength measured with the down speed prescribed in ASTM showed that the measured strength was not dependent on the thickness of the specimens. Equivalent radius and crack-braching number were observed to increase lineraly with the thickness of the specimens. The jog direction was observed to study the effect of grinding direction on surface flaws. It is though that the surface finishing with #600 grit diamond wheel did not affect the surface flaws of the specimens.

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전산해석을 통한 고무전단강성 예측 (Rubber Shear Modulus Prediction of Finite Element Method)

  • 권태훈;김병훈;노태호;이원복;조인현
    • 한국추진공학회:학술대회논문집
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    • 한국추진공학회 2007년도 제28회 춘계학술대회논문집
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    • pp.189-192
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    • 2007
  • 고무제품의 경우 구조성능평가를 위해 단축인장, 순수전단, 이축인장 및 압축시험을 수행한다. 일반적으로 단축인장시험값을 기초물성으로 사용하며 용도에 따라 다른 시험을 수행한다. 검증을 위해 단축인장시험/해석 결과를 비교하여 타당성을 확인했다. 본 연구에서는 전단강성이 주요인자인 제품의 성능평가를 위해 단축인장시험에서 획득한 물성을 적용한 QLS 해석모델의 결과를 비교, 검증하였다.

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판재의 이축인장 특성을 고려한 사각컵 딥드로잉 성형해석 (Numerical Study of Square Cup Deep Drawing Accounting for Biaxial Tensile Property)

  • 안덕찬;김광육
    • 한국소성가공학회:학술대회논문집
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    • 한국소성가공학회 2009년도 춘계학술대회 논문집
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    • pp.213-214
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    • 2009
  • Recently the use of ferritic stainless steels for automotive exhaust system has been increased dramatically. A detailed knowledge of material behavior of ferritic stainless steel is important for successful manufacturing of exhaust systems. To achieve this goal, numerical study of square cup deep drawing for ferritic stainless steel sheet, type 409L was conducted with Yld2000-24. Uniaxial tensile test and hydraulic bulge test were performed to characterize plastic material behavior. Finite element simulation of square cup deep drawing was performed successfully.

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이축 하중을 받는 이주형 철근콘크리트 교각의 손상도평가 (Damage Assessment of RC Column-Bent Pier under Bidirection Loading)

  • 박창규;이범기;윤상철;정영수
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2005년도 봄학술 발표회 논문집(I)
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    • pp.203-206
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    • 2005
  • Reinforced concrete(RC) column-bent piers represent one of the popular piers used in highway bridges of Korea. Seismic performance of RC column-bent piers under bi-directional seismic loadings was experimentally investigated. Six column bent piers were constructed with two circular supporting columns which were made in 400 mm diameter and 2,000 mm height. Test parameters are different transverse reinforcement ratio and loading pattern. Three specimens were loaded with bi-directional lateral forces which were main cyclic loads in the longitudinal direction and sub-cyclic loads in the transverse direction. Other three specimens were loaded in the opposite way. Test results indicated that lateral strength and ductility of the latter specimens were bigger than those of the former specimens. Plastic hinge was formed with the spall of cover concrete and the fracture of the longitudinal reinforcing steels in the bottom part of two supporting columns for the former three specimens. Similar behavior was observed in the top and bottom parts of two supporting columns for the latter three specimens.

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이축인장을 받는 철근콘크리트 패널의 정적 유한요소해석에서의 논점 (Issues in Static FE Analysis of Reinforced Concrete Panels subjected to Biaxial Tensile Loads)

  • 이상진;이홍표;이영정
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 2003년도 가을 학술발표회 논문집
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    • pp.569-576
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    • 2003
  • Fundamental issues in static finite element analysis of reinforced concrete panel subjected to biaxial tensile loads are discussed. This paper is trying to bring our attention to the appropriate use of concrete material models such as cracking criteria, tension stiffening model and the steel models which are basically used in the nonlinear finite element analysis of reinforced concrete panels. We mainly investigate the sensitivity of available material models and finite element technologies to the finite element analysis result using our recent reinforced concrete panel experiment result. Throughout this study, we found that the judicious use of the material models and finite element technologies with the sound understanding of structural characteristics can only guarantee the accurate prediction of panel behaviour.

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이축인장을 받는 철근콘크리트 패널의 균열 거동 (Cracking Behavior of RC Panels under Biaxial Tension)

  • 곽효경;김도연
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 2003년도 가을 학술발표회 논문집
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    • pp.599-606
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    • 2003
  • An analytical model which can simulate the post-cracking nonlinear behavior of reinforced concrete (RC) members such as bars and panels subjected to uniaxial and biaxial tensile stresses is presented. The proposed model includes the description of biaxial failure criteria and the average stress-strain relation of reinforcing steel. Based on strain distribution functions of steel and concrete after cracking, average response of an embedded reinforcement, a criterion to consider the tension-stiffening effect is proposed using the concept of average stresses and strains. The validity of the introduced model is established by comparing the analytical predictions for reinforced concrete tension members with results from experimental studies. Finally, correlation studies between analytical results and experimental data from biaxial tension test are conducted with the objective to establish the validity of the proposed models and identify the significance of various effects on the response of biaxially loaded reinforced concrete panels.

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다목적 이축 진동시험 설비의 기술적 검토 (Technical Review on the Multipurpose Biaxial Shaking Table System)

  • 안희재
    • 한국지진공학회:학술대회논문집
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    • 한국지진공학회 1998년도 추계 학술발표회 논문집 Proceedings of EESK Conference-Spring 1998
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    • pp.163-172
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    • 1998
  • The design fundamentals of the shaking tables are briefly discussed. In order to understand the recent trends in development of the shaking tables, the characteristics and performances of the major seismic testing facilities are investigated. The international standards related to the vibration tests using shaking table are also overviewed. The newly designed multipurpose biaxial shaking table of Hyundai Heavy Industries, Co., Ltd. is introduced. It has the capabilities to perform the vibration, shock and seismic qualification tests in two simultaneous and independent directions (vertical and horizontal directions). Since the shaking table adapts four extremely stiff torque instead of much more expensive hydraulic actuators, these tubes can restrain two undesired rotational motions. Regarding the manufacturing and maintenance costs, two system is more economical since it has only two hydraulic actuators unlike others.

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분자동역학 전산모사를 이용한 나노입자 복합재의 탄소성 거동과 항복 예측에 관한 연구 (A Study on the Elastoplastic Behavior and Yield Surface of Polymer Nanocomposites by Molecular Dynamics Simulations)

  • 양승화;유수영;조맹효
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 2010년도 정기 학술대회
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    • pp.558-561
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    • 2010
  • 본 연구에서는 나노복합재의 탄소성 거동과 항복응력을 예측하기 위해 분자동역학 전산모사를 수행하였다. 나일론 기지와 실리카 나노입자가 포함된 단위 셀 구조로부터 나노입자의 체적분율 변화에 따른 응력-변형률 선도를 등변형률을 적용한 등온등압 앙상블 전산모사로부터 도출하였다. 4%의 변형률 범위에서 나노복합재의 탄성계수를 도출하였고, 이를 이용하여 2% 오프셋 방법으로 항복응력을 예측하였다. 나노입자의 유무에 따른 항복평면의 변화와 고분자 재료에서 나타나는 정수압 효과가 항복평면에 미치는 영향을 확인하기 위해 일축 인장/압축 그리고 이축 인장/압축을 수행하였고, 각각의 경우에 나타나는 나노복합재 내부의 자유체적 변화에 대한 분석을 통해 나노입자의 강화효과를 고찰하였다. 또한 고분자 기지로 인해 발생하는 정수압 효과를 반영한 von-Miss 항복평면을 도출하고, 입자의 체적분율 변화에 따른 항복응력의 예측이 가능하도록 정수압효과에 대한 파라메터를 체적분율의 함수로 근사하였다.

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