• 한국복합재료학회:학술대회논문집
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• 한국복합재료학회 2005년도 추계학술발표대회 논문집
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• pp.149-152
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• 2005

In order to extend the life time of building and civil infra-structure, nowadays, patch type carbon sheets are widely used as repairing meterials. Repaired concrete columns and beams with carbon sheets gain their stiffness and strength, but they lose toughness and show brittle failure behaviors. Usually, the cracks of concrete structures are visible with naked eyes and the status of the structure in the life cycle is estimated with visible inspection. After repairing of the structure, crack visibility is blocked by repaired carbon sheets. Therefore, structural monitoring after repairing is indispensible and self diagnosis method with optical fiber sensor is very useful. In this paper, peel-out effects is detected with optical fiber sensors and the strain difference between main structure and repaired carbon sheets when they separate each other.

• Steel and Composite Structures
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• 제16권4호
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• pp.389-415
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• 2014

This study deals with dynamic model of composite sandwich panels with functionally graded flexible cores under low velocity impacts of multiple large or small masses using a new improved higher order sandwich panel theory (IHSAPT). In-plane stresses were considered for the functionally graded core and face sheets. The formulation was based on the first order shear deformation theory for the composite face sheets and polynomial description of the displacement fields in the core that was based on the second Frostig's model. Fully dynamic effects of the functionally graded core and face-sheets were considered in this study. Impacts were assumed to occur simultaneously and normally over the top and/or bottom of the face-sheets with arbitrary different masses and initial velocities. The contact forces between the panel and impactors were treated as internal forces of the system. Nonlinear contact stiffness was linearized with a newly presented improved analytical method in this paper. The results were validated by comparing the analytical, numerical and experimental results published in the latest literature.

• 한국자기학회지
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• 제20권4호
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• pp.143-148
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• 2010

92.6%Fe-6.5%Si-0.9%Cr(wt%) 연자성 합금 박편을 폴리머 중에 분산시킨 준마이크로파 대역의 전자파 노이즈 흡수용 복합시트를 제조할 때, 시트 두께에 따른 전자파 전력손실(전송손실) 및 전자기적 특성과 내부 미세구조의 변화를 조사하였다. 시트두께 0.3~0.5 mm의 범위에서, 시트가 두꺼울수록 1~5 GHz의 주파수 대역에서 투과 파라미터 $S_{21}$의 값이 현저하게 낮아지면서 전력손실의 크기가 매우 증가하였다. 이 때 복소 투자율 및 자기 손실계수는 시트 두께가 변하여도 거의 비슷한 값을 가져 전력손실의 변화에 별 기여를 하지 못한 것으로 관찰되었다. 한편 복소 유전율은 시트의 두께에 따라 상당한 변화를 보여 1~5 GHz 대역에서 시트 두께가 두꺼우면 유전율 허수부의 크기가 증가하였는바, 내부 미세구조의 변화에 기인하는 것으로 추정되는 이러한 복소 유전율의 변화가 두꺼운 복합 시트의 큰 전력손실 즉 우수한 전자파 흡수 특성의 주된 원인인 것으로 판단되었다.

• Composites Research
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• 제26권5호
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• pp.295-302
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• 2013

본 연구에서는 차량용 Al5052/CFRP 복합재를 U-채널 몰드에서 컴프레션 몰딩 공정을 통해 제작하였다. Al5052는 샌드블라스팅을 통해 표면처리를 하였다. 표면처리를 하지 않은 판재와 표면거칠기(Ra)가 $1.85{\mu}m$ 및, $4.25{\mu}m$인 Al5052판재를 이용하여 실험을 수행하였다. 표면거칠기가 Al5052/CFRP 복합재의 접착성과 기계적 특성에 대한 영향을 전단시험과 굽힘실험을 통하여 평가하였다. 전단 시험에서는 표면거칠기가 $1.85{\mu}m$ 와 $4.25{\mu}m$ 시험편이 표면처리를 하지 않은 시험편보다 각각 3, 5배의 전단강도의 증가를 보였다. 굽힘시험에서는 표면처리를 하지 않았을 때 굽힘강도가 200 MPa에서 표면처리 후 400 MPa로 증가함을 알 수 있었다.

• Steel and Composite Structures
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• 제48권3호
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• pp.263-273
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• 2023

This paper investigates dynamic characteristics of a graphene nanoplatelets reinforced composite (GNPRC) sandwich doubly curved shell based on the first-order shear deformation theory (FSDT) and Hamilton's principle. The sandwich doubly curved shell is fabricated from a core made of honeycomb materials sandwiched by composite GNPs reinforced face-sheets. Effective materials properties of composite face-sheets are assumed to vary based on Halpin-Tsai micromechanical models and rule of mixture. Furthermore, the material properties of honeycomb core are estimated using Gibson's formula. The fundamental frequencies of the shell are computed with changes of main geometrical and material properties such as amount and distribution type of graphene nanoplatelets, side length ratio, thickness to length ratio of and side length ratio of honeycomb. The Navier's technique is presented to obtain responses. Accuracy and trueness of the present model and analytical solution is confirmed through comparison of the results with available results in literature. It is concluded that an increase in thickness to length ratio yields a softer core with lower natural frequencies. Furthermore, increase in height to length ratio leads to significant decrease in natural frequencies.

• Journal of Magnetics
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• 제14권4호
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• pp.155-160
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• 2009

This study examined the effects of a decrease in thickness of magnetic alloy flakes on the electromagnetic wave absorption characteristics of nanocrystalline $Fe_{73.5}Cu_1Nb_3Si_{15.5}B_7$ (at.%) alloy flakes/polymer composite sheets available for a quasi-microwave band. The thickness of FeCuNbSiB alloy flakes decreased to 1-2 $\mu$m with increasing milling time up to 24 h, and the composite sheet including alloy flakes milled for 24 h exhibited considerably enhanced power loss properties in the GHz range compared to the sheets having non-milled alloy powders. Although a considerable increase in loss factor upon milling was observed in the narrow frequency range of 4-6 GHz, there was no correlation between the complex permeability and flake thickness. However, the complex permittivity increased with increasing milling time, and there was good agreement between the milling time and the frequency dependences of the complex permittivity and power loss.

• Steel and Composite Structures
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• 제27권2호
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• pp.149-159
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• 2018

Thermo-mechanical buckling of sandwich beams with a stiff core and face sheets made of functionally graded carbon nanotube-reinforced composite (FG-CNTRC) within the framework of Timoshenko beam theory is presented. The material properties of FG-CNTRC are supposed to vary continuously in the thickness direction and are estimated through the rule of mixture. Also the properties of these materials should be considered temperature dependent. The governing equations and boundary conditions are derived by using Hamilton's principle and solved using an efficient technique called the Differential Transform Method (DTM) to achieve the critical buckling of the sandwich beam in uniform thermal environment. A detailed parametric study is guided to investigate the effects of carbon nanotube volume fraction, slenderness ratio, core-to-face sheet thickness ratio, and clamped-clamped, simply-simply and clamped-simply end supports on the critical buckling behavior of sandwich beams with FG-CNTRC face sheets. Numerical results for comparison of sandwich beams with uniformly distributed carbon nanotube-reinforced composite (UD-CNTRC) face sheets with those with FG-CNTRC face sheets are also presented.

• Structural Engineering and Mechanics
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• 제18권2호
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• pp.167-194
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• 2004

In this paper axial loading tests on low strength concrete members, which were confined with various thickness of carbon fiber reinforced polymer (CFRP) composite sheets are described. Totally 46 specimens with circular, square and rectangular cross-sections with unconfined concrete compressive strengths between 6 and 10 MPa were included in the test program. During the tests, a photogrammetrical deformation measurement technique was also used, as well as conventional measurement techniques. The contribution of external confinement with CFRP composite sheets to the compressive behavior of the specimens with low strength concrete is evaluated quantitatively, in terms of strength, longitudinal and lateral deformability and energy dissipation. The effects of width/depth ratios and the corner radius of the specimens with rectangular cross-section on the axial behavior were also examined. It was seen that the effectiveness of the external confinement with CFRP composite sheets is much more pronounced, when the unconfined concrete compressive strength is relatively lower. It was also found that the available analytical expressions proposed for normal or high strength concrete confined by CFRP sheets could not predict the strength and deformability of CFRP confined low strength concrete accurately. New expressions are proposed for the compressive strength and the ultimate axial strain of CFRP confined low strength concrete.

• Advanced Composite Materials
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• 제18권2호
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• pp.167-185
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• 2009

Environmental problems caused by extensive use of polymeric materials arise mainly due to lack of landfill space and depletion of finite natural resources of fossil raw materials like petroleum or natural gas. The substitution of synthetic petroleum-based resins with natural biodegradable resins appears to be one appropriate measure to remedy the above-mentioned situation. This study presents the development of a composite that uses environmentally degradable starch-based resin as matrix and natural mineral basalt fibres as reinforcement, and investigates the fibre's and the composite's mechanical properties. The tensile strength of single basalt fibres was verified by means of single fibre tensile tests and statistically investigated by means of a Weibull analysis. Prepreg sheets were manufactured by means of a modified doctor blade system and hot power press. The sheets were used to manufacture specimens with fibre volume contents ranging from 33% to 61%. Specimens were tested for tensile strength, flexural strength and interlaminar shear strength. Composites manufactured during this study exhibited tensile and flexural strength of up to 517 MPa and 157 MPa, respectively.

• 한국자기학회지
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• 제17권5호
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• pp.198-204
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• 2007

비정질 FeCuNbSiB 리본 합금의 파쇄분말을 $1{\sim}3\;{\mu}m$의 두께로 편상화한 다음, $375{\sim}525^{\circ}C$의 온도범위에서 1 h 동안 열처리한 후 폴리머 중에 분산시켜 준마이크로파 대역의 전자파 노이즈 억제용 복합 시트를 제조하였다. 이 때 어닐링 온도가 복합 시트의 전자파 전송손실(전력손실)에 미치는 영향을 조사한 결과, $425{\sim}475^{\circ}C$에서 열처리하여 부분 나노결정 구조를 얻었을 때 가장 높은 전력손실 값을 나타내었으며, ${\alpha}-Fe$상으로 결정화 정도를 더 높여 보다 우수한 연자성을 얻게 되는 $525^{\circ}C$에서의 열처리에 의해서는 오히려 전력손실 특성이 저하되었다. 이와 같은 전자파 흡수 특성의 어닐링 온도 의존성은 각각 $425{\sim}475^{\circ}C$에서 나타나는 높은 복소 투자율의 허수항(${\mu}"$) 및 $525^{\circ}C$에서의 큰 투과 파라미터($S_{21}$)에 그 주된 원인이 있는 것으로 판단되었다. 한편 열처리하지 않은 비정질 상태에서는 ${\mu}"$ 값이 작아 매우 낮은 전력손실을 나타내었다.