• Title/Summary/Keyword: Composite of sandwich

Search Result 582, Processing Time 0.023 seconds

The Vibration Analysis of Composite-VEM Thin-Walled Rotating Beam Using GHM Methodology (회전하는 복합재-VEM 박판보의 GHM 기법을 이용한 진동해석)

  • 박재용;나성수
    • Proceedings of the Korean Society for Noise and Vibration Engineering Conference
    • /
    • 2004.05a
    • /
    • pp.337-341
    • /
    • 2004
  • This paper concerns the analytical modeling and dynamic analysis of advanced rotating blade structure implemented by a dual approach based on structural tailoring and viscoelastic materials technology. Whereas structural tailoring uses the directionality properties of advanced composite materials, the passive materials technology exploits the damping capabilities of viscoelastic material(VEM) embedded into the host structure. The structure is modeled as a composite thin-walled beam incorporating a number of nonclassical features such as transverse shear, warping restraint, anisotropy of constituent materials, and warping and rotary inertias. The VEM layer damping treatment is modeled by using the Golla-Mushes-McTavish(GHM) method, which is employed to account for the frequency-dependent characteristic o the VEM. The displayed numerical results provide a comprehensive picture of the synergistic implications of the application of both techniques, namely, the tailoring and damping technology on vibration response of thin-walled beam structure exposed to external time-dependent excitations.

  • PDF

Study on Design, Manufacturing and Test Evaluation using Composite Materials of Vertical Axis Wind Turbine Blade (수직축 풍력 블레이드의 복합재 적용 설계, 제작 및 시험 평가 연구)

  • Park, Hyunbum
    • Journal of Aerospace System Engineering
    • /
    • v.12 no.3
    • /
    • pp.58-63
    • /
    • 2018
  • This work dealt with the design and manufacturing of composite blades of a vertical axis wind turbine system. In this work, aerodynamic and structural designs of sandwich composite blades for a vertical axis wind turbine system were performed. First, the aerodynamic and structural design requirements of the composite blades were investigated. After the structural design was complete, a structural analysis of the wind turbine blades was performed using the finite element analysis method. It was performed with the stress and displacement analysis at the applied load condition. A design modification for the structurally weak part was proposed as a result of the structural analysis. Through another structural analysis, it was confirmed that the final designed blade structure is safe.

Design on High Efficiency and Light Composite Propeller Blade of High Speed Turboprop Aircraft (고속 터보프롭 항공기용 고효율 경량화 복합재 프로펠러 블레이드 설계 연구)

  • Kong, Chang-Duk;Lee, Kyung-Sun;Park, Hyun-Bum;Choi, Won
    • Journal of the Korean Society of Propulsion Engineers
    • /
    • v.16 no.3
    • /
    • pp.57-68
    • /
    • 2012
  • In this study, designs of the high efficiency composite propeller blade for a high speed turboprop aircraft, which will be used for a next generation regional commercial aircraft in Korea, are performed. Both the vortex theory and the blade element theory are used for preliminary aerodynamic design and performance analysis of the propeller. Then the aerodynamic design result is confirmed through performance analysis using a commercial CFD code, ANSYS. The carbon/epoxy composite materials is used, and the skin-spar-foam sandwich type structure is adopted for improvement of lightness and structural stability. Finally, it is investigated that the proposed propeller blade has high efficiency and structural safety through both aerodynamic and structural analysis and experimental test of a prototype propeller blade.

Development of Carbon Continuous-fiber Composite Frame for Automotive Sun-roof Assembly (자동차용 탄소 연속섬유 복합재 선루프 프레임의 개발에 대한 연구)

  • Kim, Jinbong;Kim, Kyoung-Deok;Kim, Sungjin;Shin, Dongwan;Kim, Dukki
    • Transactions of the Korean Society of Automotive Engineers
    • /
    • v.25 no.3
    • /
    • pp.350-359
    • /
    • 2017
  • This paper presents a new holistic development approach for the carbon continuous-fiber composite frame of an automotive sunroof assembly. The original steel frame has been designed to get higher bending stiffness with its corrugated cross-sectional shape. The new approach uses the prepregs of a fast cure epoxy and PCM manufacturing processing. For higher productivity, the new frames feature a very simple plat cross sectional shape but achieve high bending stiffness through the laminate design. The sandwich structure with a PET foam core was presented. The frames were made of carbon UD laminae covered single carbon fabric on the outer surfaces. The fabrics provide torsional stiffness and also hold the carbon UD fibers floating in the low viscous epoxy resin of prepregs at the curing temperature during processing. The final product yields approximately 18 % savings in weight compared with the original.

Design on High Efficiency and Light Composite Propeller Blade of Regional Aircraft (중형항공기급 고효율 경량화 복합재 프로펠러 블레이드 설계 연구)

  • Kong, Chang-Duk;Lee, Kyung-Sun;Park, Hyun-Bum;Choi, Won
    • Proceedings of the Korean Society of Propulsion Engineers Conference
    • /
    • 2012.05a
    • /
    • pp.253-258
    • /
    • 2012
  • In this study, designs of the high efficiency composite propeller blade for a high speed turboprop aircraft, which will be used for a next generation regional commercial aircraft in Korea, are performed. Both the vortex theory and the blade element theory are used for preliminary aerodynamic design and performance analysis of the propeller. Then the aerodynamic design result is confirmed through performance analysis using a commercial CFD code, ANSYS. The carbon/epoxy composite materials is used, and the skin-spar-foam sandwich type structure is adopted for improvement of lightness and structural stability. Finally, it is investigated that the proposed propeller blade has high efficiency and structural safety through both aerodynamic and structural analysis and experimental test of a prototype propeller blade.

  • PDF

Structural Design of a 750kW Composite Wind Turbine Blade (750kW급 풍력발전기용 복합재 블레이드의 구조설계)

  • Jung C.K.;Park S.H.;Han K.S.
    • Proceedings of the Korean Society For Composite Materials Conference
    • /
    • 2004.04a
    • /
    • pp.18-21
    • /
    • 2004
  • A GFRP based composite blade was developed for a 750kW wind energy conversion system of type class I. The blade sectional geometry was designed to have a general shell-spar structure. The load cases specified in the IEC61400-1 international specification were considered. For withstanding all relevant extreme loads, the structural analysis for the complete blade was performed using a commercial FEM code. The static load carrying capacity, buckling stability, blade tip deflection and natural frequencies at various rotational speeds were evaluated to satisfy the strength requirements in accordance with the IEC61400-1 and GL Regulations. For designing a lightweight blade, the thickness and the lay-up pattern of the skin-foam sandwich structures were optimized iteratively using the DOT program T-bolts were used for joining the blade root and the hub, which were modeled using a 3D FE volume model. In order to confirm the safety of the root connection, the static stresses of the thick root laminate and the steel. bolts were predicted by taking account of the bolt pretension and the root bending moments. The calculated stresses were compared with the material strengths.

  • PDF

Vibration behavior of functionally graded sandwich beam with porous core and nanocomposite layers

  • Si, Hua;Shen, Daoming;Xia, Jinhong;Tahouneh, Vahid
    • Steel and Composite Structures
    • /
    • v.36 no.1
    • /
    • pp.1-16
    • /
    • 2020
  • In steel-concrete composite beams, to improve the cracking resistance of the concrete slab in the hogging moment region, a new type of connector in the interface, named uplift-restricted and slip-permitted screw-type (URSP-S) connector has been proposed. This paper focuses on the behavior of steel-concrete composite beams with URSP-S connectors. A total of three beam specimens including a simply supported beam with URSP-S connectors and two continuous composite beams with different connectors arrangements were designed and tested. More specifically, one continuous composite beam was equipped with URSP-S connectors in negative moment region and traditional shear studs in other regions. For comparison, the other one was designed with only traditional shear studs. The failure modes, crack evolution process, ultimate capacities, strain responses at different locations as well as the interface slip of the three tested specimens were measured and evaluated in-depth. Based on the experimental study, the research findings indicate that the larger slip deformation is allowed while using URSP-S connectors. Meanwhile, the tensile stress reduces and the cracking resistance of the concrete slab improves accordingly. In addition, the overall stiffness and strength of the composite beam become slightly lower than those of the composite beam using traditional shear studs. Moreover, the arrangement suggestion of URSP-S connectors in the composite beam is discussed in this paper for its practical design and application.

Design of Multilayer Composite-Antenna-Structures Considering Adhesive (접착필름의 영향을 고려한 다층 복합재료 안테나 구조 설계)

  • Kim, D.S.;Park, H.C.;Park, W.S.;Hwang, W.
    • Composites Research
    • /
    • v.20 no.2
    • /
    • pp.27-31
    • /
    • 2007
  • "Structural surface becomes an antenna." This term, CAS, indicates antenna embedding in structural surfaces. The CAS is composed of several composite laminates and Nomex honeycombs, and microstrip antenna elements are inserted between layers with designed configurations. Constituent materials are selected considering electrical contributions as well as mechanical performances. Antenna design with adhesive films are impossible because of their thin and rough distributions between honeycomb and substrate. Therefore, adhesive effects on antenna performances in CAS are experimentally investigated, CAS with targeted impedance and radiation characteristics are designed considering adhesive effects. multilayer

THE SHEAR BOND STRENGTHS OF COMPOSITE RESINS TO GLASS IONOMER CEMENTS BY SURFACE TREATMENT AND ELAPSED TIME (광중합 GIC충전후 경과시간 및 표면처리에 따른 복합레진과의 결합강도에 관한 연구)

  • Chung, Hye-In;Kim, Shin;Chung, Tae-Sung
    • Journal of the korean academy of Pediatric Dentistry
    • /
    • v.24 no.1
    • /
    • pp.82-94
    • /
    • 1997
  • For the purpose of establishing the most appropriate method of bonding between glass ionomer liners and composite resin and comparing the materials for sandwich technique, an experiment was performed to measure the shear bond strengths between the two with the variables in the surface treatment of liners and elapsed time till composite buildup. Materials used were Vitrebond and Fuji II LC, each as the restorative and liner respectively, and each group was subdivided by surface treatment (acid etching and sandblasting) and time elapsed from GIC filling to composite buildup (immediately, 1 day, 7 days), consisting 12 groups as a whole. Each subgroup was composed of 10 specimens and the shear bond strength between GIC liners and composite resin was measured under UTM and analyzed. The result were as follows: 1. The shear bond strength between two materials was highest when initially filled Fuji II LC was sandblasted after 1 days and composite built-up (Group FS1). And the lowest value was found when GIC was acid-etched after 7 days and composite built-up (Group FE7). Significant difference was found between the two groups. (P<0.01) 2. In regard of surface treatment of GI liners, acid-etched group (VE) showed higher bond strength than sandblasted group (VS) for Vitrebond. But, the reverse was true for Fuji II LC. (P<0.05) 3. In regard to the time elapsed from GI filling to composite buildup, the group of 1 day elapse showed relatively higher strength for Vitrebond. On the contrary, immediate buildup group (FE0) was stronger for acid-etched group and 1 day elapse group(FS1) was higher for sand-blasted group in Fuji II LC. (P<0.05)

  • PDF

A new higher-order triangular plate bending element for the analysis of laminated composite and sandwich plates

  • Rezaiee-Pajand, M.;Shahabian, F.;Tavakoli, F.H.
    • Structural Engineering and Mechanics
    • /
    • v.43 no.2
    • /
    • pp.253-271
    • /
    • 2012
  • To analyze the bending and transverse shear effects of laminated composite plates, a thirteen nodes triangular element will be presented. The suggested formulations consider a parabolic variation of the transverse shear strains through the thickness. As a result, there is no need to use shear correction coefficients in computing the shear stresses. The proposed element can model both thin and thick plates without any problems, such as shear locking and spurious modes. Moreover, the effectiveness of $w_{,n}$, as an independent degree of freedom, is concluded by the present study. To perform the accuracy tests, several examples will be solved. Numerical results for the orthotropic materials with different boundary conditions, shapes, number of layers, thickness ratios and fiber orientations will be presented. The suggested element calculates the deflections and stresses more accurate than those available in the literature.