• 한국해양공학회지
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• 제14권2호
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• pp.89-98
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• 2000

Using conventional textile techniques such as weaving braiding knitting and stitching it is possible to produce a wide range two and three dimensional fiber preforms, however so far only a limited attention has been given to knitted fabrics in composite industry. This is mainly due to the opinion that knitted fabric reinforced composites posses low mechanical properties owing to their looped fiber architecture. But it is possible to obtain desired mechanical properties by selecting proper knitted fabric structure, In this paper mechanical characteristics of kevlar plain weft knitted fabrics reinforced plastics(KFRP) are evaluated for th development of intrusion beam of car side door. Tensile bending impact properties of KFRP are measured experimentally and crush demands of Americal Federal Motor Vehicle Safety Standard No.214(FMVSS 214) compared with the bending load and displacement of KFRP by quasi-static test method. The applicability and limitation of bending load and displacement of KFRP according to specimen size has been discussed.

• 한국자동차공학회논문집
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• 제5권4호
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• pp.48-69
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• 1997

The use of advanced composite materials in many engineering structures has steadily increased during the last decade. Advanced composite materials allow the design engineer to tailor the directional stiffness and the strength of materials as required for the structures. Design variables to the design engineer include multiple material systems. ply orientation, ply thickness, stacking sequence and boundary conditions, in addition to overall structural design parameters. Since the vibration and impact strength of composite cylindrical shell is an important consideration for composite structures design, the reliable prediction method and design methodology should be required. In this study, the optimum design of composite cylindrical shell for maximum natural frequency, buckling strength and impact strength are developed by analytic and numerical method. The effect of parameters such as the various composite material orthotropic properties (CFRP, GFRP, KFRP, Al-CFRP hybrid), the stacking sequences, the shell thickness, and the boundary conditions on structural characteristics are studied extensively.

• 한국자기학회지
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• 제1권2호
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• pp.74-78
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• 1991

수치해석을 이용하여 자기기록장치를 구성하는 여러 요소들이 정보의 기록 또는 재생에 미치는 영향을 해석할 수 있는 방법을 기술하고 이것을 수직자기기록장치에 적용하여 기록밀도의 변화에 따른 재생전압의 형태을 구하였다. 자기기록장치에서 정보가 기록되는 것은 기록매체의 히 스테리시스현상에 기인하는 것이므로 수치해석시 히스테리시스 특성을 고려해 주어야 한다. 본 논 문에서는 Preisach 모텔과 유한요소법을 이용하여 히스테리시스 특성을 포함하는 자기기록장치의 기록 및 재생의 전과정을 해석할수 있는 수치해석 기법을 확립하고, 이 방법으로 자기기록장치의 여러요소에 대한 영향을 구할수 있음을 보이기 위하여 이것을 수직자기 기록장치에 적용하여 기록 밀도가 17[KFRP]에서 254[KFRPI]까지 증가할때 기록과정에서 주어진 전류파형에 대하여 매체에 기록된 자화량을 구하고, 재생과정에서 헤드에 유기되는 전압을 기록밀도 증가에 따른 재생전압크기 의 변화를 구하였다.

• 대한기계학회논문집A
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• 제40권2호
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• pp.147-156
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• 2016

본 연구에서는 자전거의 경량화를 위해 탄소섬유 복합재료, 유리섬유 복합재료, 케블라섬유 복합재료를 자전거 프레임의 재료로 사용하여 강도 설계 및 최적화를 수행하고 재료 성능을 비교하였다. 이를 위해 유럽표준위원회가 제시하는 자전거 안전사항을 기준으로 복합재료가 가진 이방적 특성을 활용하여 적층각 최적화와 두께 최적화를 수행하였다. 또한, 최적화된 무게, 복합재료의 강도와 비용을 바탕으로 Digital logic 방법으로 재료별 자전거 프레임의 성능을 비교하였으며 이를 통해 섬유강화복합재료를 사용한 자전거 프레임의 구조적 안정성을 확보하며 동시에 경량화를 수행할 수 있었고, 자전거 프레임에 적합한 복합재료를 선별할 수 있었다.

• Structural Engineering and Mechanics
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• 제38권4호
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• pp.479-501
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• 2011

Even though fiber reinforced polymer (FRP) has been widely used as a retrofitting material, the FRP behavior and effect in FRP retrofitted structure under blast loading, impulsive loading with instantaneous time duration, has not been accurately examined. The past studies have focused on the performance of FRP retrofitted structures by making simplifications in modeling, without incorporating accurate failure mechanisms of FRP. Therefore, it is critical to establish an analytical model that can properly consider the specific features of FRP material in evaluating the response of retrofitted concrete structures under blast loading. In this study, debonding failure analysis technique for FRP retrofitted concrete structure under blast loading is suggested by considering FRP material characteristics and debonding failure mechanisms as well as rate dependent failure mechanism based on a blast resisting design concept. In addition, blast simulation of FRP retrofitted RC panel is performed to validate the proposed model and analysis method. For validation of the proposed model and analysis method, the reported experimental results are compared with the debonding failure analysis results. From the comparative verification, it is confirmed that the proposed analytical model considering debonding failure of FRP is able to reasonably predict the behavior of FRP retrofitted concrete panel under blast loading.