• Title/Summary/Keyword: Glass panels

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축방향으로 압축을 받는 GFRP 원통형 판넬의 유한요소 모델링 (Finite Element Modelling of Axially Compressed GFRP Cylindrical Panels)

  • 김기두
    • 대한토목학회논문집
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    • 제13권4호
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    • pp.15-25
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    • 1993
  • 복합재료를 효과적으로 사용하기 위하여 복합재료 구조물의 설계기준 개발을 위한 연구가 진행되고 있다. 금속 셀의 좌굴에 대한 설계시에는 초기 결함의 영향과 탄성임계좌굴응력을 근거로 한 녹다운계수(Knock-down factor)를 정의하는 것이 중요한 과정이나 복합재료 쉘의 좌굴에 대한 설계시에는 초기 결함에 대한 민감도가 거의 연구되어 있지 않은 실정이다. 복합재료 쉘의 좌굴거동에 영향을 주는 설계변수는 많기 때문에, 쉘의 설계시 이 변수들로 인한 초기 결함 민감도를 분석하기 위하여 많은 실험을 필요로 하고 있으며 실험 이외의 다른 방법으로서는 이미 검증된 수치모델을 사용하는 것이다. 본 논문에서는 복합재료 쉘요소를 개발하는데 사용된 이론을 요약, 정리 하였으며 수치예제를 통하여 본 연구에서 제안한 쉘요소의 정확성을 검증하였다. 그리고 축방향으로 압축을 받는 GFRP 곡선형 판넬의 설계시 고려해야 하는 각 변수들을 다양하게 변화시키면서 좌굴거동에 미치는 영향을 유한요소 모델링에 의해 고찰하였다. 방법으로서 초기 결합 및 두께의 진폭을 고려한 비선형 해석과 고유치 해석을 수행하였으며 이 결과를 이용하여 녹다운 계수를 산출하였다.

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유리섬유복합체를 사용한 전단연결재 형상에 따른 중단열 벽체의 면내전단내력 (Effect of Glass Fiber-Reinforced Polymer (GFRP) Shear Connector's Shape on Inplane Shear Strength of Insulated Concrete Sandwich Panels)

  • 장석준;유영찬;김호룡;윤현도
    • 한국구조물진단유지관리공학회 논문집
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    • 제17권4호
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    • pp.9-17
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    • 2013
  • 최근, 중단열 벽체의 단열성능 향상을 위해 철과 콘크리트 코어 전단연결재를 열전도율이 낮은 유리섬유복합체 (GFRP)로 전단연결재를 대체하는 연구가 활발히 진행되고 있다. 본 연구는 단열재의 표면처리에 따른 부착력과, GFRP 전단연결재로 보강된 중단열 벽체의 전단내력을 알아보기 위하여 실시되었으며, 각 변수에 따른 영향을 분석함으로써 구조성능에 대한 검증을 실시하였다. 총 13개의 실험체에 대해 직접전단실험을 실시하였으며, 파괴양상 및 하중-상대슬립 관계에 대한 분석을 실시하였다. 실험결과, 기존의 압출법 보온판 (XPS) 단열재에 거친표면처리와 10 mm의 홈을 낸 경우 단열재와 콘크리트사이에 부착력을 향상시킬 수 있으며, 부착력의 기여는 전단연결재의 파단 상대슬립의 영향을 받는 것으로 나타났다. 파형 전단연결재의 폭이 커짐에 따라 강성이 증가하였으며, 보강단면적이 증가함에 따라 최대내력이 증가하였다. 효과적인 보강을 위해서는 파형 전단연결재의 높이와 피치의 비율을 1:2로 산정해야 할 것으로 판단되며, 안정적인 파괴를 위해서는 매립깊이에 대한 검증이 필요할 것으로 사료된다.

평판디스플레이용 진공패널에서 유리기판이 받는 응력 및 변위분포에 관한 연구 (Study on the Stress and Displacement Distribution in the Glass Plate for Vacuum-sealed Flat Panel Displays)

  • 김희수;조영래;문제도;오재열;정태은;정효수
    • 한국재료학회지
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    • 제8권12호
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    • pp.1121-1126
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    • 1998
  • 평판디스플레이용 진공패널의 제작시 진공으로 유지된 패널을 구성하는 유리판이 받는 응력과 변위를 계산하였다. 유리판의 두께, 패널의 크기 및 실링폭의 크기를 변수로 하여 실제로 진공패널을 제작한 후 패널의 파괴양상과 변위를 측정하였다. 유리판의 파괴양상과 변형측정을 통하여 유리판에 걸리는 최대응력은 테두리부분에 걸리는 것을 확인하였다. 제작된 진공패널이 갖는 응력분포 및 변위의 분포는 패널을 진공실링할 때 사용한 실런트의 폭에 크게 의존하였다. 패널의 실링폭이 커질수록 모서리가 완전 고정된 조건으로 계산한 결과와 유사하였다. 두께가 3mm인 유리판을 사용해서 $80$\times$120textrm{mm}^2$ 크기의 패널을 제작할 때 실링폭이 20mm인 경우 측정된 변위는 $57\mu\textrm{m}$였으며, 이 값은 모서리가 완전히 고정된 조건으로 계산한 갈인 $54\mu\textrm{m}$와 비슷하였다.

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유리섬유 부직포가 삽입된 풍력 블레이드 인발 성형 스파캡 소재의 파괴인성 특성 평가 (Evaluation of Fracture Toughness Characteristics of Pultruded CFRP Spar-Cap Materials with Non-woven Glass Fabric for Wind Blade)

  • 김영철;주근수;박지상;이우경;강민규;김지훈
    • 풍력에너지저널
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    • 제14권3호
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    • pp.83-90
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    • 2023
  • The purpose of this study is to evaluate the inter-laminar fracture toughness characteristics of CFRP pultrusion spar cap materials reinforced with non-woven glass fabric. Test specimens were fabricated by the infusion technique. A non-woven glass fabric and artificial defects were embedded on the middle surface between two pultruded CFRP panels. Double cantilever beam (DCB) and End Notched Flexure (ENF) tests were performed according to ASTM standards. Fracture toughness and crack propagation characteristics were evaluated with load-displacement curves and delamination resistance curves (R-Curve). The fracture toughness results were calculated by compliance calibration (CC) method. The initiation and propagation values of Mode-I critical strain energy release rate value GIc were 1.357 kJ/m2 and 1.397 kJ/m2, respectively, and Mode-II critical strain energy release rate values GIIc were 4.053 kJ/m2 for non-precracked test and 4.547 kJ/m2 for precracked test. It was found that the fracture toughness properties of the CFRP pultrusion spar-cap are influenced by the interface between the layers of CFRP and glass fiber non-woven.

Flexural evaluation of Textile Reinforced Concrete Panel (TRC) with mesh pre-stretching effect

  • Rose Dayaana Amran;Irvin Liow Jun Ann;Geok Wen Leong;Chee Ghuan Tan;Kim Hung Mo;Kok Seng Lim;Fadzli Mohamed Nazri
    • Advances in concrete construction
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    • 제17권3호
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    • pp.127-133
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    • 2024
  • Textile reinforced concrete (TRC) has gained attention as a viable alternative to conventional reinforced concrete due to its improved mechanical properties and design adaptability. Despite significant research into the mechanical properties of TRC, studies regarding the flexural effect of pre-stretching with different numbers of textile reinforcements are currently limited. Therefore, this research focuses on assessing the flexural characteristics of TRC panels with the incorporation of mesh pre-stretching. Additionally, the study compares the flexural behaviour between alkali-resistant (AR) glass fibre TRC and carbon fibre TRC. A three-point bending test was conducted to assess the flexural behaviour of TRC, investigating the impact of the number of textile layers and the application of pre-stretching on flexural strength and post-cracking stiffness. The findings, exhibited by the flexural stress vs. displacement curve, indicate that applying pre-stretching to carbon fibre TRC effectively increases the flexural strength of carbon textiles and enhances post-cracking stiffness. Moreover, the greater the number of carbon textiles, the higher the flexural stress of the specimens, provided the textiles are placed in the tensile zone. Nevertheless, when comparing carbon fibre TRC with AR glass fibre TRC, it is found that the increase in flexural strength is more significant for carbon fibre TRC. Overall, applying pre-stretching to carbon fibre significantly improves the TRC's flexural performance, specifically during the post-cracking stage and in crack distribution. Furthermore, due to the higher elastic modulus and tensile strength of carbon fibre, TRC reinforced with carbon textiles shows greater flexural strength and ductility compared to AR glass fibre TRC.

창고 모델 실물화재 특성에 대한 실험적 연구 (An Experimental Study on the Warehouse Mock-up Fire Test)

  • 권오상;유용호;김흥열
    • 한국화재소방학회논문지
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    • 제24권4호
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    • pp.47-54
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    • 2010
  • 본 연구에서는 창고 화재 사고의 위험성을 파악하기 위해서 중규모 실물 화재 실험 장비인 룸코너 시험기(Room Corner Tester)를 통해 구축된 단위 구성품의 화재 특성 DB를 바탕으로 화재에 취약할 것으로 판단되는 의류 창고를 실험 모델로 구성하여 실물 화재실험 장비인 라지 스케일 칼로리미터(Large Scale Calorimeter)에서 실물 화재실험을 실시하였다. 창고 모델의($3m{\times}3m{\times}2.4m$) 벽체는 불연등급의 그라스울과 일반 스티로폼 샌드위치 패널로 구성하였다. 실험결과 최대 열방출률은 그라스울 샌드위치 패널 창고모델에서 5MW, 스티로폼 샌드위치 패널 창고모델에서 11MW를 나타내었다.

Effect of Additives on the Refractive Index of B2O3-SiO2-Al2O3 Glasses for Photolithographic Process in Electronic Micro Devices

  • Won, Ju-Yeon;Hwang, Seong-Jin;Lee, Jung-Ki;Kim, Hyung-Sun
    • 한국재료학회지
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    • 제20권7호
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    • pp.370-373
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    • 2010
  • In fabricating plasma display panels, the photolithographic process is used to form patterns of barrier ribs with high accuracy and high aspect ratio. It is important in the photolithographic process to control the refractive index of the photosensitive paste. The composition of this paste for photolithography is based on the $B_2O_3-SiO_2-Al_2O_3$ glass system, including additives of alkali oxides and rare earth oxides. In this work, we investigated the density, structure and refractive index of glasses based on the $B_2O_3-SiO_2-Al_2O_3$ system with the addition of $Li_2O$, $K_2O$, $Na_2O$, CaO, SrO, and MgO. The refractive index of the glasses containing K2O, Na2O and CaO was similar to that of the [BO3] fraction while that of the SrO, MgO and Li2O containing glasses were not correlated with the coordination fraction. The coordination number of the boron atoms was measured by MAS NMR. The refractive index increased with a decrease of molar volume due to the increase in the number of non-bridging oxygen atoms and the polarizability. The lowest refractive index (1.485) in this study was that of the $B_2O_3-SiO_2-Al_2O_3-K_2O$ glass system due to the larger ionic radius of $K^+$. Based on our results, it has been determined that the refractive index of the $B_2O_3-SiO_2-Al_2O_3$ system should be controlled by the addition of alkali oxides and alkali earth oxides for proper formation of the photosensitive paste.

Whole-life wind-induced deflection of insulating glass units

  • Zhiyuan Wang;Junjin Liu;Jianhui Li;Suwen Chen
    • Wind and Structures
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    • 제37권4호
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    • pp.289-302
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    • 2023
  • Insulating glass units (IGUs) have been widely used in buildings in recent years due to their superior thermal insulation performance. However, because of the panel reciprocating motion and fatigue deterioration of sealants under long-term wind loads, many IGUs have the problem of early failure of watertight properties in real usage. This study aimed to propose a statistical method for wind-induced deflection of IGU panels during the whole life service period, for further precise analysis of the accumulated fatigue damage at the sealed part of the edge bond. By the estimation of the wind occurrence regularity based on wind pressure return period, the events of each wind speed interval during the whole life were obtained for the IGUs at 50m height in Beijing, which are in good agreement with the measured data. Also, the wind-induced deflection analysis method of IGUs based on the formula of airspace coefficient was proposed and verified as an improvement of the original stiffness distribution method with the average relative error compared to the test being about 3% or less. Combining the two methods above, the deformation of the outer and inner panes under wind loads during 30 years was precisely calculated, and the deflection and stress state at selected locations were obtained finally. The results show that the compression displacement at the secondary sealant under the maximum wind pressure is close to 0.3mm (strain 2.5%), and the IGUs are in tens of thousands of times the low amplitude tensile-compression cycle and several times to dozens of times the relatively high amplitude tensile-compression cycle environment. The approach proposed in this paper provides a basis for subsequent studies on the durability of IGUs and the wind-resistant behaviors of curtain wall structures.

Curtain Wall Façades on the New Generation of Supertall Buildings Present and Future Directions

  • Oh, Sae Hwang
    • 국제초고층학회논문집
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    • 제9권2호
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    • pp.113-125
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    • 2020
  • Beginning in the late 19th century, construction of skyscrapers spread throughout Chicago, New York City, and then the world as demand of space in buildings and increase of cost of land. With this change curtain wall systems have evolved to be more visually complex; these unique profiles of the skyscraper became powerful images and symbols of our cities. A curtain wall is defined as usually aluminum-framed wall containing in-fills of glass and metal panels. The framing is attached to the building structure and does not carry the floor or roof loads of the building.

Gasification from Surface during Discharge and Thermal Processes in Plasma Display Panel (PDP)

  • Soh, Hyun;Lee, Sang-Moo;Kim, Young-Chai
    • 한국정보디스플레이학회:학술대회논문집
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    • 한국정보디스플레이학회 2004년도 Asia Display / IMID 04
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    • pp.495-498
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    • 2004
  • PDP use the mixture of inert gases to generate a discharge inside display pixels. Inside of PDP, there exist highly reactive conditions in the gap between two glass panels. MgO layer and phosphor have been investigated as a function of discharge and thermal process. Impurities such as CO, $CO_2$, OH and $H_2O$ in discharge region may deteriorate the characteristics of PDP operation during life time. Change of impurity generation of various MgO and phosphor surfaces were measured by using x-ray photoelectron spectroscopy(XPS) and quadropole mass spectrometer (QMS). Carbon containing species such as C, CO and $CO_2$ were drastically increased on the surfaces during discharge and thermal treatment. Carbon impurities on the MgO and phosphor are the dominant factor for their instability.

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