• 제목/요약/키워드: Composite Mode

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CRLH 전송선로를 이용한 공통 모드 억압 평형 필터 (Common-Mode Suppression Balanced Filter based on Composite Right/Left-Handed Transmission Line)

  • 김영;윤정호;윤영철
    • 한국항행학회논문지
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    • 제15권4호
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    • pp.571-577
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    • 2011
  • 본 논문은 차동 모드로 동작하는 메타 재질 구조를 바탕으로 평형 필터 설계를 제안한 것이다. 이 메타 재질 구조는 차동 모드 동작에서는 Composite Right/Left-Handed(CRLH) 메타 재질로 동작하여 필터 특성을 갖지만, 공통 모드에서는 통과대역이 차단되는 성질을 갖는 평형 CRLH 단위 셀로 구성되었다. 이러한 차동모드 특성을 갖는 단위 셀을 직렬로 4단을 연결하여 필터를 구성하였으며, 제안된 메타 재질의 특성은 차동 모드 평형 필터로 동작하고, 공통 모드에서는 차단되는 특성을 실험 결과를 통하여 확인하였다. 메타 재질을 이용한 평형 필터는 대역폭이 960 MHz~1000 MHz, 4.1dB의 삽입손실을 갖는 특성을 얻었다.

복합재료/금속 계면의 혼합모드 피로 특성 (Mixed-Mode Fatigue Characteristics of Composite/Metal Interfaces)

  • 백상호;김원석;장창재;이정주
    • Composites Research
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    • 제23권4호
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    • pp.21-27
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    • 2010
  • 대부분의 구조물 파괴는 피로에 의해서 발생한다. 따라서 지금까지 모드 혼합비가 피로 특성에 어떤 영향을 미치는지에 대한 수많은 연구가 수행되어 오고 있다. 하지만 대부분의 연구가 금속/금속 계면이나 복합재료 층간 분리에 관한 연구이다. 따라서 본 연구에서는 이종재료인 복합재료/금속 계면의 피로 특성에 대한 기초 자료를 얻고자 하였다. 이를 위하여 복합재료와 탄소강을 동시 경화법을 이용하여 접합한 SLB(single leg bending) 시편을 이용하여 피로 실험을 수행하였다. 특히, 피로 특성에 모드 혼합비$(G_{II}/G_T)$가 어떠한 영향을 미치는지에 대해 알아보고자 하였다. 전체적으로 모드 II 하중 성분 이 많을수록 균열진전속도가 빨라진다는 결과를 얻었다.

틸팅차량용 탄소섬유직물/에폭시 복합재의 혼합모우드 층간파괴인성 평가 (Evaluation of Mixed-mode Interlaminar Fracture Toughness of Carbon Fabric/Epoxy Composites for Tilting Train Carbody)

  • 윤성호;허광수;오진오;이상진;정종철;김정석
    • 한국복합재료학회:학술대회논문집
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    • 한국복합재료학회 2005년도 추계학술발표대회 논문집
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    • pp.256-259
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    • 2005
  • Mixed-mode interlaminar fracture toughness of carbon fabric/epoxy composites, which are applicable to tilting train carbody, was evaluated through the MMB (Mixed-mode bending) test. Specimens were made of CF3327 plain woven fabric with epoxy and a starter delamination at one end was made by inserting Teflon film with the thickness of 12.5 μ m. Mixed-mode interlaminar fracture test was conducted for 6 types of specimens with the mode II ratio of 20 ,35, 50, 65, 80, 90%. Also crack propagating behaviors and fractured surfaces were examined through an optical travelling scope and a scanning electron microscope, respectively.

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Meshless local collocation method for natural frequencies and mode shapes of laminated composite shells

  • Xiang, Song;Chen, Ying-Tao
    • Structural Engineering and Mechanics
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    • 제51권6호
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    • pp.893-907
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    • 2014
  • Meshless local collocation method produces much better conditioned matrices than meshless global collocation methods. In this paper, the meshless local collocation method based on thin plate spline radial basis function and first-order shear deformation theory are used to calculate the natural frequencies and mode shapes of laminated composite shells. Through numerical experiments, the accuracy and efficiency of present method are demonstrated.

광섬유 브래그 격자 센서를 이용한 구조물의 모드 형상 측정 (Mode Sensing of a Composite Beam Using Fiber Bragg Grating Sensor)

  • 구본용;류치영;홍창선
    • 한국복합재료학회:학술대회논문집
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    • 한국복합재료학회 2000년도 춘계학술발표대회 논문집
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    • pp.163-166
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    • 2000
  • Fiber Bra99 grating (FBG) sensor, one of the fiber optic sensor (FOS) offers lots of advantages for structural health monitoring due to its multiplexing capability. Also, it is proper to measure the structural vibration with no mass concentration effect. In this paper, we constructed two sensor arrays composed of 9 FBG sensors for the vibration and mode sensing of a composites beam. For an accurate measurement of wavelength shift, a signal processing board with an electric circuit based on time-interval counting was developed. This sensor system showed a good resolution of dynamic strain (<10${\mu}{\varepsilon}$). Using this sensor system, dynamic strains at 9 points of composite beam was measured and strain measured mode shape of the beam was calculated from the acquired strains and compared with numerical results by ABAQUS.

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Detection of delamination damage in composite beams and plates using wavelet analysis

  • Bombale, B.S.;Singha, M.K.;Kapuria, S.
    • Structural Engineering and Mechanics
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    • 제30권6호
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    • pp.699-712
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    • 2008
  • The effectiveness of wavelet transform in detecting delamination damages in multilayered composite beams and plates is studied here. The damaged composite beams and plates are modeled in finite element software ABAQUS and the first few mode shapes are obtained. The mode shapes of the damaged structures are then wavelet transformed. It is observed that the distribution of wavelet coefficients can identify the damage location of beams and plates by showing higher values of wavelet coefficients at the position of damage. The effectiveness of the method is studied for different boundary conditions, damage location and size for single as well as multiple delaminations in composite beams and plates. It is observed that both discrete wavelet transform (DWT) and continuous wavelet transform (CWT) can detect the presence and location of the damaged region from the mode shapes of the structures. DWT may be used to approximately evaluate the size of the delamination area, whereas, CWT is efficient to detect smaller delamination areas in composites.

틸팅차량용 탄소섬유직물/에폭시 복합재의 모우드 II 층간파괴인성 평가 (Evaluation of Mode II Interlaminar Fracture Toughness for Carbon Fabric/Epoxy Composite for Tilting Train)

  • 이은동;윤성호;신광복;정종철
    • 한국복합재료학회:학술대회논문집
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    • 한국복합재료학회 2004년도 추계학술발표대회 논문집
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    • pp.189-192
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    • 2004
  • In this study, mode II interlaminar fracture phenomena of carbon fabric/epoxy composite for tilting train were investigated. The end notched flexural specimen containing an artificial crack with the thickness of 12.5fl11l was used. The mode II interlaminar fracture toughness was evaluated through a three point bending test and the fractured surfaces were examined through a scanning electron microscope. The experimental results obtained in this study would be applicable in the design and structural analysis of the composite structures.

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외주에 균일한 압축을 받는 두꺼운 복합원관의 분지거동 (Bifurcation Behaviours of Composite Tubes With Two Different Materials Subjected To Uniform Radial Shrinkage At The External Surface)

  • 김영석;추석만
    • 대한기계학회논문집
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    • 제14권2호
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    • pp.269-275
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    • 1990
  • Nonaxisymmetric bifurcation behaviours of composite tubes two different materials subjected to uniform radial shrinkage at the external surface have been investigated and compared with those of single tube. The effect of material parameters normalized with respect to those of outer tube upon the bifurcation point and corresponding mode has been clarified. The parameters substantially affect the bifurcation mode with long-wavelength so that the composite tube with low hardening exponent or with high yield stress of inner tube destabilizes the overall deformation of the tube. However surface type bifurcation, short-wavelength mode, shown on the traction-free inner surface is hardly affected by the material parameters. The surface type bifurcation completely depends on the material characteristics of inner tube and the bifurcation point of composite tube almost coincides with the of single tube.

섬유강화 복합재료 Box Tube의 동적 충격에너지 흡수거동 (Dynamic Crush Energy Absorption Characteristics of the Laminated Composite Box Tubes)

  • 강수춘;전완주
    • 한국자동차공학회논문집
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    • 제1권3호
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    • pp.118-126
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    • 1993
  • Static and dynamic crushing behaviors of composite box tube show the difference with those of metal tube. This paper investigates the characteristics of static and dynamic crushing test which were conducted to characterize the energy absorption and collapse mode of composite box tubes. Sixteen kinds of tube specimens were fabricated from[0/90] woven Glass/Epoxy fabric and autoclave cured. Axial crushing tests were performed using Instron and Dynatup Impact Tester. It is shown that collapse mode and energy absorption capacity can vary according to the aspect ratio, length, loading rate, lay-up direction of fabric, and trigger geometry of the composite box tube.

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Investigation on the failure mechanism of steel-concrete steel composite beam

  • Zou, Guang P.;Xia, Pei X.;Shen, Xin H.;Wang, Peng
    • Steel and Composite Structures
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    • 제20권6호
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    • pp.1183-1191
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    • 2016
  • The internal crack propagation, the failure mode and ultimate load bearing capacity of the steel-concrete-steel composite beam under the four-point-bend loading is investigated by the numerical simulation. The results of load - displacement curve and failure mode are in good agreement with experiment. In order to study the failure mechanism, the composite beam has been modeled, which part interface interaction between steel and concrete is considered. The results indicate that there are two failure modes: (a) When the strength of the interface is lower than that of the concrete, failure happens at the interface of steel and concrete; (b) When the strength of the interface is higher than that of the concrete, the failure modes is cohesion failure, i.e., and concrete are stripped because of the shear cracks at concrete edge.