• 제목/요약/키워드: composite panels

검색결과 387건 처리시간 0.03초

목질판상제품의 포름알데히드 방출등급과 항균성 평가 (Evaluation of Anti Fungal Efficacy on Different Formaldehyde Level of Wood-Based Composite Panels)

  • 손동원;박상범
    • 한국가구학회지
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    • 제24권3호
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    • pp.257-262
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    • 2013
  • This study was carried out to investigate the susceptibility of wood-based composite panels exposed to mould and sap-stain fungi. Five wood deterioration fungi (three mould fungi, two sap stain fungi) were inoculated into two types of commercial wood-based composite panels (medium density fiberboard and particleboard), which have three class of formaldehyde emission. All wood-based composite panels were more or less susceptible to mould and sap stain fungi. The attacking mode of the fungi was highly dependent on formaldehyde emission. This study indicates that all wood-based composite panels, specially low formaldehyde emission class panels should be considered to prevent fungal deterioration when they are used for exterior and humid interior applications.

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직물 복합재료 계란판의 압축 특성과 에너지 흡수율 (Compression Characteristics and Energy Absorption of Composite Egg-Box Panels)

  • 정지규;장승환
    • 대한기계학회논문집A
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    • 제30권12호
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    • pp.1603-1610
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    • 2006
  • In this paper compressive characteristics of composite egg-box panels were investigated and energy absorption was calculated from the nominal stress-strain relations obtained by the compressive tests. Several different stacking sequences and number of plies were introduced for investigation of static compression characteristics and the energy absorption rates of composite egg-box panels. The compressive stress-strain relation and energy absorption of various composite egg-box panels were compared with those of aluminium egg-box panels. From the test results it was found that the fracture behavior of composite egg-box panel was affected by stacking angle causing different local deformation, during lay-up and draping processes and types of prepreg; that is, plain weave carbon/epoxy and 4-harness satin glass/epoxy. The energy absorption capacity of composite egg-box panels were proved to be higher than that of aluminium egg-box panels with low mass.

Hygrothermal effects on buckling of composite shell-experimental and FEM results

  • Biswal, Madhusmita;Sahu, Shishir Kr.;Asha, A.V.;Nanda, Namita
    • Steel and Composite Structures
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    • 제22권6호
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    • pp.1445-1463
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    • 2016
  • The effects of moisture and temperature on buckling of laminated composite cylindrical shell panels are investigated both numerically and experimentally. A quadratic isoparametric eight-noded shell element is used in the present analysis. First order shear deformation theory is used in the present finite element formulation for buckling analysis of shell panels subjected to hygrothermal loading. A program is developed using MATLAB for parametric study on the buckling of shell panels under hygrothermal field. Benchmark results on the critical loads of hygrothermally treated woven fiber glass/epoxy laminated composite cylindrical shell panels are obtained experimentally by using universal testing machine INSTRON 8862. The effects of curvature, lamination sequences, number of layers and aspect ratios on buckling of laminated composite cylindrical curved panels subjected to hygrothermal loading are considered. The results are presented showing the reduction in buckling load of laminated composite shells with the increase in temperature and moisture concentrations.

복합재 보강패널의 분리파손 및 좌굴 후 강도 특성 (Debonding and Postbuckling Failure Characteristics of Composite Stiffened Panels)

  • 김광수;유재석;안재모;장영순;이영무
    • 한국복합재료학회:학술대회논문집
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    • 한국복합재료학회 2005년도 춘계학술발표대회 논문집
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    • pp.59-63
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    • 2005
  • Compression tests were performed for six types of hat stiffened composite panels with different bonding methods and stiffener section shapes. Six panels showed similar behaviors in buckling and post-buckling region before a skin-stiffener separation failure occurred. The skin-stiffener separation failures occurred in the panels with closed type stiffeners regardless of bonding methods, but not in the panels with open type stiffeners. The separation failures not only reduced the postbuckling strength but also changed buckling mode and postbuckling stiffness. All the separation failures were initiated at the stiffener flange edges closest to skin buckling crests. The co-cured or secondary bonded panels with open type stiffeners had the largest structural performance. Because the post-buckling strength and performance of the composite stiffened panels are reduced by the separation failure, it is important to find bonding methods, stiffener types and manufacturing parameters for preventing of the separation failure.

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횡하중을 받는 복합재 원통판넬의 후좌굴 해석 (Postbuckling Analysis of Composite Curved Panels under Lateral Loading)

  • 최수영;손희진;권진회;최진호;조종래
    • 한국복합재료학회:학술대회논문집
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    • 한국복합재료학회 2005년도 추계학술발표대회 논문집
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    • pp.272-275
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    • 2005
  • The postbuckling analysis of composite curved panels subjected to lateral loading was conducted by a nonlinear finite clement program, ACOS. Two kinds of graphite/epoxy composite materials, URN300 and USN 125 were tested to verify the finite element analysis. High stiffness composite material, URN300 curved panels showed the critical failure prior to initial buckling. On the contrary USN 125 curved panels showd no severe damage after snap-through. In both panels, the finite element and experimental results showed good agreement.

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The effect of curvature on the impact response of foam-based sandwich composite panels

  • Yurddaskal, Melis;Baba, Buket Okutan
    • Steel and Composite Structures
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    • 제20권5호
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    • pp.983-997
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    • 2016
  • The aim of this study is to investigate the impact behavior and impact-induced damage of sandwich composites made of E-glass/epoxy face sheets and PVC foam. The studies were carried out on square flat and curved sandwich panels with two different radius of curvatures. Impact tests were performed under impact energies of 10 J, 25 J and 80 J using an instrumented drop-weight machine. Contact force and displacement versus time and contact force- displacement graphs of sandwich panels were presented to determine the panel response. Through these graphs, the energy absorbing capacity of the sandwich panels was determined. The impact responses and failure modes of flat and curved sandwich panels were compared and the effect of curvature on sandwich composite panel was demonstrated. Testing has shown that the maximum contact force decrease while displacement increases with increasing of panel curvature and curved panels exhibits mixed failure mode, with cylindrical and cone cracking.

배후공기층이 복합흡음구조의 흡음특성에 미치는 영향에 관한 실험적 연구 (An Experimental Study on the Effect of Air Space on the Absorption Property of Composite Absorption System)

  • 오양기
    • KIEAE Journal
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    • 제1권2호
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    • pp.47-54
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    • 2001
  • Single sound absorbers such as porous materials, panels, and Helmholts resonators have limited performance with some extents of frequency region. For example, porous materials do not attenuate low frequency sounds, while panels do not absorb high frequency sounds. Composite absorption structure with coverings, porous materials, and air gaps are an alternative for wide band sound absorption. Slits, panels, perforated panels are those materials for coverings, glass wool, mineral wool, polyester, and polyurethane are frequently used porous materials. Air gap between the porous material and background surface is one of major factors which governs the absorption characteristics of composite absorption structures, especially in the low frequency area. Calculations and measurements show that the absorption coefficients of composite absorption structure, in mid and low frequency bands, are getting higher with increased air gaps. Perforated panels rather than slits and panels are good coverings with higher number as far as absorption coefficient is concerned. Perforated panels with porous materials and 37 cm of air gaps in background have high absorption coefficients for all frequency bands, above 0.7 to 1.0. All measurements are performed in reverberation chamber, Mokpo National University, according to ISO 354 and ISO 3382.

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합판(合板) 대용(代用) 박판상(薄板狀) 복합재(複閤材) 제조(製造)에 관(關)한 연구(硏究) (II) -최상제조조건(最適製造條件)을 적용(適用)한 구성형태별(構成形態別) 박판상(薄板狀) 복합재(複閤材) 개발(開發)- (Studies on Manufacture of Thin Composite Panel for Substitute Use of Plywood (II) - Development of Thin Composite by Composition Type Applied to Optimum Manufacturing Condition -)

  • 이필우
    • Journal of the Korean Wood Science and Technology
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    • 제23권4호
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    • pp.74-84
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    • 1995
  • Eight types of thin composite panels were manufactured by press-lam and mat-forming process applied to optimum manufacturing condition, studied in former first research by author (1995). They were tested and compared with control boards on dimensional stability, internal bond strength, tensile strength, Screw withdrawal strength, and bending properties. These thin composite panels manufactured by mat-forming process were generally superior to those by press-lam in dimensional stability and mechanical properties. In the dimensional stability and mechanical properties of thin composite panels manufactured by mat-forming process, the thin composite panels (A and E type) composed of particle or sawdust core and veneer face with polyethylene film, were as good as those of common plywood (control board). Internal bond strength showed highest value in the thin composite panel(D type) which composed of particle core and polypropylene screen face with polyethylene film. The thin composite panels(G and H type) composed of sawdust or particle core and polypropylene screen face with polyethylene film by press-lam and mat-forming process, showed most highest value in dimensional stability and water absorption.

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Dynamic instability analysis of laminated composite stiffened shell panels subjected to in-plane harmonic edge loading

  • Patel, S.N.;Datta, P.K.;Sheikh, A.H.
    • Structural Engineering and Mechanics
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    • 제22권4호
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    • pp.483-510
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    • 2006
  • The dynamic instability characteristics of laminated composite stiffened shell panels subjected to in-plane harmonic edge loading are investigated in this paper. The eight-noded isoparametric degenerated shell element and a compatible three-noded curved beam element are used to model the shell panels and the stiffeners respectively. As the usual formulation of degenerated beam element is found to overestimate the torsional rigidity, an attempt has been made to reformulate it in an efficient manner. Moreover the new formulation for the beam element requires five degrees of freedom per node as that of shell element. The method of Hill's infinite determinant is applied to analyze the dynamic instability regions. Numerical results are presented to demonstrate the effects of various parameters like shell geometry, lamination scheme, stiffening scheme, static and dynamic load factors and boundary conditions, on the dynamic instability behaviour of laminated composite stiffened panels subjected to in-plane harmonic loads along the boundaries. The results of free vibration and buckling of the laminated composite stiffened curved panels are also presented.

열압 성형법에 의한 폐목재-플라스틱 복합패널의 기초적 성질 (Basic Properties of Waste Wood-Plastic Composite Panels by Hot Press Molding Method)

  • 최낙운;문경주;최산호
    • 유기물자원화
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    • 제12권4호
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    • pp.95-104
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    • 2004
  • 본 연구에서는 가연성 건설폐기물 재활용의 일환으로, 폐발포폴리스티렌의 스티렌 용액에 가교제 및 개시제를 첨가하여 제조한 결합재와, 폐목재 칩을 이용하여, 폐목재-플라스틱 복합패널을 제조하였다. 전열 프레스를 이용하여 다양한 결합재량 및 충전재-결합재 비를 갖는 복합패널 공시체를 제조하였으며, 그 겉보기 밀도, 흡수율, 흡수에 의한 팽창률, 휨강도, 내수성 등에 관한 일련의 실험을 행하였다. 폐목재-플라스틱 복합패널의 겉보기밀도는 결합재량 및 충전재-결합재비의 증가에 따라 증대하며, 그 휨강도 및 습윤 휨강도는, 결합재량 35%, 충전재-결합재비 0.8에 있어서 최대치에 이른다. 흡수율 및 흡수에 의한 두께 팽창률은, 결합재량 및 충전재-결합재비의 증가에 따라 현저하게 감소한다. 결합재량 30%이상의 경우, 충전재-결합재비에 관계없이, 복합패널의 24h 상온 수중($20^{\circ}C$) 침지 및 2h 끓는 물중($100^{\circ}C$)+1h상온 수중($20^{\circ}C$) 침지에 의한 휨강도의 감소는 거의 발생하지 않으며, 높은 내수성을 발현한다.

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