• 제목/요약/키워드: composite sheets

검색결과 312건 처리시간 0.026초

자동차 측면 도어의 섬유금속적층판을 적용한 임펙트 빔의 수치해석에 의한 성능 평가 (Numerical Study on Performance Evaluation of Impact Beam for Automotive Side-Door using Fiber Metal Laminate)

  • 박으뜸;김정;강범수;송우진
    • Composites Research
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    • 제30권2호
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    • pp.158-164
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    • 2017
  • 섬유금속적층판은 금속 판재와 섬유 강화 플라스틱을 적층한 하이브리드 소재 중 하나다. 섬유금속적층판은 부품 경량화 측면을 고려했을 시, 뛰어난 충격흡수능력을 가지고 있기 때문에 자동차 및 항공우주 산업에서 적용 및 연구를 진행하고 있는 추세다. 특히, 자동차의 측면 도어 임펙트 빔의 경우, 기존의 금속소재에서 복합재료로 대체하기 위한 연구가 활발히 진행 중이다. 본 연구에서는 자동차의 측면 도어 임펙트 빔을 금속소재와 자기 강화형 폴리프로필렌을 적층한 섬유금속적층판으로 대체하는 것이 목표다. 3가지 종류의 임펙트 빔의 3점 굽힘 시험 수치해석을 통해 단면적 대비 굽힘 저항력의 크기를 비교하였다. 그 후, 제작 실현성을 고려하여 굽힘 저항력이 우수한 이중모자형 임펙트 빔을 순수 DP 980과 섬유금속적층판으로 제작하여 자동차 측면 도어에 설치된 모델을 상정하고 충돌 해석을 수행하였다. 결과적으로 섬유금속적층판을 사용한 임펙트 빔은 기존의 DP 980보다 무게 대비 충격 에너지 흡수 능력이 약 7배 높음을 알 수 있었다.

다관능 우레탄 아크릴레이트 단량체의 합성과 분석, 및 폴리페닐렌에테르 기판소재용 경화성분으로의 적용 (Synthesis and Analysis of Multi-functional Urethane Acrylate Monomer, and its Application as Curing Agent for Poly(phenylene ether)-based Substrate Material)

  • 김동국;박성대;오진우;경진범
    • 폴리머
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    • 제36권4호
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    • pp.413-419
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    • 2012
  • 폴리페닐렌에테르[PPE, poly(phenylene ether)] 수지의 경화성분으로서 다관능 우레탄 아크릴레이트 단량체를 합성하고, 이후 PPE와 혼합하여 유전체 기판을 제작하고 그 특성을 평가하였다. 단량체 합성 후 FTIR, NMR 분석을 통하여 우레탄 결합이 형성되었는지 확인하였다. 복합물 쉬트를 필름 코터로 성형한 후, 진공가 압적층하여 테스트 기판을 제작하고, 단량체의 종류 및 함량에 따른 유전율, 유전손실, peel 강도를 평가하였다. 2종의 하이드록시 아크릴레이트 중 페닐기를 가진 2-hydroxy-3-phenoxypropyl acrylate를 이용하여 합성된 단량체를 경화성분으로 사용한 경우 유전손실이 더 작았으며, 단량체의 함량이 줄어들면서 유전율과 손실이 감소하는 경향을 나타내었다. Peel 강도는 단량체의 종류에 따라서 특별한 경향성을 보이지 않았다. 실험결과 동박 접합 강도가 약 10 N이고, 1 GHz에서 유전율이 약 2.54, 유전손실이 0.0027로 작은 고주파 대역용 고분자 기판소재를 얻었다.

Predicting the stiffness of shear diaphragm panels composed of bridge metal deck forms

  • Egilmez, Oguz O.
    • Steel and Composite Structures
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    • 제24권2호
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    • pp.213-226
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    • 2017
  • The behavior of building industry metal sheeting under shear forces has been extensively studied and equations have been developed to predict its shear stiffness. Building design engineers can make use of these equations to design a metal deck form bracing system. Bridge metal deck forms differ from building industry forms by both shape and connection detail. These two factors have implications for using these equations to predict the shear stiffness of deck form systems used in the bridge industry. The conventional eccentric connection of bridge metal deck forms reduces their shear stiffness dramatically. However, recent studies have shown that a simple modification to the connection detail can significantly increase the shear stiffness of bridge metal deck form panels. To the best of the author's knowledge currently there is not a design aid that can be used by bridge engineers to estimate the stiffness of bridge metal deck forms. Therefore, bridge engineers rely on previous test results to predict the stiffness of bridge metal deck forms in bracing applications. In an effort to provide a design aid for bridge design engineers to rely on bridge metal deck forms as a bracing source during construction, cantilever shear frame test results of bridge metal deck forms with and without edge stiffened panels have been compared with the SDI Diaphragm Design Manual and ECCS Diaphragm Stressed Skin Design Manual stiffness expressions used for building industry deck forms. The bridge metal deck form systems utilized in the tests consisted of sheets with thicknesses of 0.75 mm to 1.90 mm, heights of 50 mm to 75 mm and lengths of up to 2.7 m; which are representative of bridge metal deck forms frequently employed in steel bridge constructions. The results indicate that expressions provided in these manuals to predict the shear stiffness of building metal deck form panels can be used to estimate the shear stiffness of bridge metal deck form bracing systems with certain limitations. The SDI Diaphragm Design Manual expressions result in reasonable estimates for sheet thicknesses of 0.75 mm, 0.91 mm, and 1.21 mm and underestimate the shear stiffness of 1.52 and 1.90 mm thick bridge metal deck forms. Whereas, the ECCS Diaphragm Stressed Skin Design Manual expressions significantly underestimate the shear stiffness of bridge metal deck form systems for above mentioned deck thicknesses.

MoSi2 복합재료의 굽힘강도 특성 (Flexural strength properties of MoSi2 based composites)

  • 이상필;이현욱;이진경;배동수
    • 한국해양공학회지
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    • 제25권4호
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    • pp.66-71
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    • 2011
  • The flexural strength of $MoSi_2$ based composites reinforced with Nb sheets has been investigated, based on the detailed examination of their microstructure and fractured surface. Both sintered density and porosity of Nb/$MoSi_2$ composites were also examined. Nb/$MoSi_2$ composites were fabricated by different conditions such as temperature, applied pressure and its holding time, using a hot-press device. The volume fraction of Nb sheet in this composite system was fixed as 10%. The characterization of Nb/$MoSi_2$ composites were investigated by means of optical microscopy, scanning electron microscope and three point bending test. Nb/$MoSi_2$ composites represented a dense morphology at the interfacial region, accompanying the creation of two types of reaction layer by the chemical reaction of Nb and $MoSi_2$. Nb/$MoSi_2$ composites possessed an excellent density at the fabricating temperature of $1350^{\circ}C$, corresponded to about 95% of theoretical density. The flexural strength of Nb/$MoSi_2$ romposites were greatly affected by the pressure holding time at the same fabricating temperature, owing to the large suppression of porosity in the microstructure. Especially, Nb/$MoSi_2$ composites represented a good flexural strength of about 310 MPa at the fabricating condition of $1350^{\circ}C$, 30MPa and 60min, accompanying the pseudo-ductile fracture behavior by the deformation of Nb sheet and the interfacial delamination.

다층박판재료의 초고압 젯 정밀가공에 대한 실험적 연구 (Experimental Investigations into the Precision Cutting of High-pressured Jet for Thin Multi-layered Material)

  • 박강수;박연경;이정한;이채문;고정상;신보성
    • 한국정밀공학회지
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    • 제26권7호
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    • pp.44-50
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    • 2009
  • High-pressured jetting is now widely used in the advanced cutting processes of polymers, metals, glass, ceramics and composite materials because of some advantages such as heatless and non-contacting cutting. Similarly to the focused laser beam machining, it is well known as a type of high-density energy processes. High-pressured jetting is going to be developed not only to minimize the cutting line width but also to achieve the short cutting time as soon as possible. However, the interaction behavior between a work piece and high-velocity abrasive particles during the high-pressured jet cutting makes the impact mechanism even more complicated. Conventional high-pressured jetting is still difficult to apply to precision cutting of micro-scaled thin work piece such as thin metal sheets, thin ceramic substrates, thin glass plates and TMM (Thin multi-layered materials). In this paper, we proposed the advanced high-pressured jetting technology by introducing a new abrasives supplying method and investigated the optimal process conditions of the cutting pressure, the cutting velocity and SOD (Standoff distance).

반복-굽힘 모멘트의 진폭에 따른 A15052/AFRP 적층재의 층간분리 영역과 피로균열진전 거동 (The Delamination and Fatigue Crack Propagation Behavior in A15052/AFRP Laminates Under Cyclic Bending Moment)

  • 송삼홍;김철웅
    • 대한기계학회논문집A
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    • 제25권8호
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    • pp.1277-1286
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    • 2001
  • Aluminum 5052/Aramid Fiber Reinforced Plastic(Al5052/AFRP) laminates are applied to the fuselage-wing intersection. The Al5052/AFRP laminates suffer from the cyclic bending moment of variable amplitude during the service. Therefore, the influence of cyclic bending moment on the delamination and the fatigue crack propagation behavior in Al5052/AFRP laminate was investigated in this study. Al5052/AFRP laminate composite consists of three thin sheets of Al5052 and two layers of unidirectional aramid fibers. The cyclic bending moment fatigue tests were performed with five different levels of bending moment. The shape and size of the delamination zone formed along the fatigue crack between Al5052 sheet and aramid fiber-adhesive layer were measured by an ultrasonic C-scan. The relationships between da/dN and ΔK, between the cyclic bending moment and the delamination zone size, and between the fiber bridging mechanism and the delamination zone were studied. Fiber failures were not observed in the delamination zone in this study. It represents that the fiber bridging modification factor should turn out to increase and that the fatigue crack growth rate should decrease. The shape of delamination zone turns out to be semi-elliptic with the contour decreased non-linearly toward the crack tip.

Axial behavior of CFRP wrapped RC columns of different shapes with constant slenderness ratio

  • Narule, Giridhar N.;Bambole, Abhay N.
    • Structural Engineering and Mechanics
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    • 제65권6호
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    • pp.679-687
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    • 2018
  • In composite materials technology, the fiber-reinforced polymers (FRP) have opened up new horizons in infrastructural engineering field for strengthening existing structures and components of structure. The Carbon fiber reinforced polymer (CFRP) sheets are well suited for RC columns to this application because of their high strength to weight ratio, good fatigue properties and excellent resistance to corrosion. The main focus of present experimental work is to investigate effect of shapes on axial behavior of CFRP wrapped RC columns having same cross-sectional area and slenderness ratio. The CFRP volumetric ratio and percentage of steel are also adopted constant for all the test specimens. A total of 18 RC columns with slenderness ratio four were cast. Nine columns were control and the rest of nine columns were strengthened with one layer of CFRP wrap having 35 mm of corner radius. Columns confined with CFRP wrap were designed using IS: 456:2000 and ACI 440.2R.08 provisions. All the test specimens were loaded for axial compression up to failure and failure pattern for each shaped column was investigated. All the experimental results were compared with analytical values calculated as per the ACI-440.2R-08 code. The test results clearly demonstrated that the axial behavior of CFRP confined RC columns is affected with the change in shapes. The axial deformation is higher in CFRP wrapped RC circular column as compared to square and rectangular columns. Stress-strain behaviour revealed that the yield strength gained from CFRP confinement was significant for circular columns as compare to square and rectangular columns. This behaviour may be credited due to effect of shape on lateral deformation in case of CFRP wrapped circular columns at effective confinement action.

마이크로스트립 전송선로를 이용한 순철 압분체-고무 복합재의 전도노이즈 흡수특성 측정 및 해석 (Measurement and Analysis of Conduction Noise through Microstrip Line Attached with Composite Sheets of Iron Particles and Rubber Matrix)

  • 김선태;오병기;김성수;조한신;이재희
    • 한국자기학회지
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    • 제14권5호
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    • pp.174-179
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    • 2004
  • 고주파 회로에서 발생하는 전도 노이즈의 흡수율을 측정하는 방안의 하나로 50 $\Omega$ 특성 임피던스의 마이크로스트립 선로를 제작하고, 순철 압분체로 구성되는 자기손실재의 전력 흡수율 측정을 통하여 측정 및 해석 방법의 타당성을 제시하였다 제작된 마이크로스트립 선로는 S$_{11}$ < -60 dB, S$_{21}$=0 dB의 반사/투과 특성을 보여 전도 노이즈 흡수율 측정에 이상적인 전송특성을 보였다. Attrition milling에 의해 순철 압분체를 제작하고, 이를 고무와 혼합하여 두께 1mm정도의 복합재 sheet를 제작하였다. 이 재료를 마이크로스트립 선로에 장착한 결과 2~8 GHz대역에서 전력흡수율이 80% 이상인 대역저지 필터와 유사한 특성을 얻을 수 있었다. 주파수, 흡수 sheet 크기에 따른 노이즈 흡수율에 관한 분석을 통하여, 노이즈 흡수율에 주된 영향을 주는 인자는 자기손실임을 제안하였다.

피라미드형 내부구조재를 가지는 중공형 접합판재의 성형특성에 관한 연구 (A Study on the Forming Characteristic of Inner Pyramid Structure Bonded Sheet Metal)

  • 김지용;길해영;조기철;김종호;정완진
    • 한국소성가공학회:학술대회논문집
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    • 한국소성가공학회 2006년도 춘계학술대회 논문집
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    • pp.295-299
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    • 2006
  • The inner-structure bonded(ISB) sheet metal is defined as a composite sheet metal which has middle layer of truss-structure between two skin sheets. The characteristics such as ultra-light weight, high rigidity, high strength, etc are required especially for automobile parts. The characteristic of ISB sheet metal depends on inner-structure pattern or method of bonding. Pyramid type of crimped expanded metal is used for inner-structure and both of resistance welding and adhesive bonding are applied to make a specimen. As a result of compression test, it is appeared that forming limit is 10% reduction in thickness under a load of 8kgf per unit element(one inner-structure). In case of uniaxial tensile test the non-uniform surface integrity rather than the buckling of inner-structure happened at a load of 450kgf, which indicates elongation of 7.2% and thickness reduction of 13%. The eye-inspection method was applied to examine the defects occurring on the specimen during stretch forming. In case of biaxial stretch forming only the non-uniform deformation on the surface of a skin sheet could be observed. The forming limit in stretching of ISB sheet metal with the hemi-spherical punch of 150mm in diameter was 3mm in forming depth and 5% reduction in thickness.

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하중기반 유한요소모델에 의한 FRP 보강 철근콘크리트 기둥의 비선형 해석 (Nonlinear Analysis of FRP Strengthened Reinforced Concrete Columns by Force-Based Finite Element Model)

  • 조창근
    • 콘크리트학회논문집
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    • 제25권5호
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    • pp.529-537
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    • 2013
  • 이 연구의 목적은 하중기반 유한요소 정식화에 의한 FRP 보강된 철근콘크리트 보 또는 기둥 부재의 비선형 층상화의 등매개 골조 유한요소모델을 개발하는데 있다. 단면에서 콘크리트는 3축 응력-변형률 관계로 모델화하고 FRP 피복층은 2차원의 적층복합재료로 모델화하였다. 하중기반 유한요소의 요소강성행렬은 변위형상함수의 가정이 없고 하중보간함수를 갖고 있다. 횡 하중을 받는 GFRP 시트 보강된 철근콘크리트 기둥의 실험에 대해 개발된 하중기반 유한요소모델에 의한 해석을 수행하였다. 기존 강성도법의 유한요소해석과 비교하여 하중기반 유한요소해석은 전체적인 하중-변위 관계 뿐만 아니라 기둥의 소성힌지영역에서의 비선형 변형 및 손상을 보다 정확히 예측해 주었다.