• 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.

• 한국결정성장학회지
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• 제6권2호
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• pp.185-193
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• 1996

(100) Si wafer를 $2.5^{\circ},\;5^{\circ}$ 기울인 뒤, dry $O_{2}$ 분위기에서 산화시킴으로써, 시편들 간의 산화 거동 및 산화에 의한 적층 결함 특성의 차이를 알아보았다. 시편을 $900~1200^{\circ}C$에서 산화시키고 ellipsometer로 두께를 측정한 결과 저탈각 (100) Si이 (100) Si보다 산화 속도가 빨랐으며, $5^{\circ}$ off면이 $2.5^{\circ}$ off면보다 더 빨랐다. 결정방향에 따른 산화속도 차이는 산화 온도가 높아질수록 줄어들었다. 각 시편의 속도 상수에 대한 활성화 에너지는 포물 성장 속도 상수의 경우 (100) Si, $2.5^{\circ}$ off (100) Si, $5^{\circ}$ off Si이 각각 27.3, 25.9, 27.6 kcal/mol이였고, 선형 성장 속도 상수는 58.6, 56.6, 57.4 kcal/mol이였다. 또한, 두 시편에 대해 산화막을 선택 식각하 고 광학 현미경으로 관찰하여, (100) Si에 비해 $5^{\circ}$ off된 면의 산화에 의한 적층 결함 밀도가 훨씬 낮음을 확인하였고, 적층 결함 간의 각도가 달라짐을 확인하였다.

• 한국추진공학회지
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• 제16권4호
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• pp.1-8
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• 2012

본 연구에서는 가변 입구 안내익이 있는 다단 축류압축기의 성능예측을 위하여 3차원 전산해석, 전산해석 결과를 이용한 단 축적법, 그리고 스케일 된 단 축적법의 3가지 해석 기법을 적용하였다. 이 방법들을 적용하여 구한 압축기 탈설계점 성능특성은 성능시험 결과와 비교하여 분석하였으며, 가변 입구 안내익 적용시의 성능해석을 수행하여 가변 효과를 살펴보았다. 성능해석은 상용 전산 유동해석 프로그램인 FLUENT $6.3^{TM}$ 과 NASA의 압축기 해석 코드를 이용하여 해석을 수행하였다.

• 한국안전학회지
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• 제30권6호
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• pp.1-6
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• 2015

The actual condition is that environmental pollution due to the development of various industries has recently become a serious issue. An interest in improving the gas mileage is rising due to an increase in the number of vehicles in the era of high oil price in particular. In order to solve this problem, priority should be given to light-weight design of car body, However, at present, a design method enabling the conventional steel plate to be replaced is direly needed in order to guarantee passengers' safety according to excessive light-weight design of car body. In this study, in order to apply a design method that could realize fuel savings and environmental pollution prevention through an improvement in gas mileage together with meeting the safety requirements for vehicles, it was supposed that CFRP/Al composites member would be used as primary structural member. And to this end, it was intended to obtain optimum design data by experimentally implementing external impulsive load applied to the car body. According to results of impact test of CFRP/Al composites member, a collapsed shape of folding, crack, and bending occurred. So, it was possible to find that energy was observed. And in case of specimen having an angle of $90^{\circ}$ in the outermost layer and stack sequence of $[90^{\circ}{_2}/0^{\circ}2]s$, its collapsed length was shown to be short. Therefore, it was possible to find that the absorbed energy was shown to be higher by 20% or above at the maximum.

• 대한기계학회:학술대회논문집
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• 대한기계학회 2001년도 추계학술대회논문집A
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• pp.703-709
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• 2001

In this paper, we analyzed the laminated composite sandwich plate structure of truss core with changing values of the designing parameters. As a result, in designing parameters of that, the more height and thickness of the laminated composite plate's core, the more increase of natural frequency. In this type of structure, in the case of applying core of the laminated composite plate and antisymmetric stacking, natural frequency has high value and we calculated the optimum angle-ply making natural frequency maximum. Natural frequency of CFRP is higher than that of GFRP. Both are materials of the laminated composite plate. The mode shapes are various along with the angle-ply of the laminated composite plate.

• Structural Engineering and Mechanics
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• 제58권6호
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• pp.1001-1020
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• 2016

The study is to investigate the free vibration of antisymmetric angle-ply conical shells having non-uniform sinusoidal thickness variation. The arbitrarily varying thickness is considered in the axial direction of the shell. The vibrational behavior of shear deformable conical shells is analyzed for three different support conditions. The coupled differential equations in terms displacement and rotational functions are obtained. These displacement and rotational functions are invariantly approximated using cubic spline. A generalized eigenvalue problem is obtained and solved numerically for an eigenfrequency parameter and an associated eigenvector of spline coefficients. The vibration characteristic of the shells is examined for cone angle, aspect ratio, sinusoidal thickness variation, layer number, stacking sequence, and boundary conditions.

• Composites Research
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• 제22권1호
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• pp.15-21
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• 2009

본 논문에서는 편향각을 갖는 직물 복합재료 시편을 제작하여 정적 압축실험과 피로실험을 수행하고 그 결과를 비교하였다. 직물구조의 차이에 따른 압축거동을 평가하기 위해 동일한 섬유와 기지로 구성된 일방향 복합재료와 평직 복합재료의 적층순서를 동일하게 조절한 시편을 준비하였다. 정적 압축실험을 통해 편향각을 갖는 시편의 강성과 강도를 측정하였고, 측정된 강도를 바탕으로 압축강도 예측식을 제안하였다. 피로실험을 통해 복합재료의 직물 구조의 차이에 의한 피로수명의 변화를 관찰하였으며, 편향각의 변화와 하중조건에 따른 피로수명의 차이를 비교하였다.

• Structural Engineering and Mechanics
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• 제52권2호
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• pp.323-349
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• 2014

In this paper, linear buckling analysis of a curved sandwich beam with a flexible core is investigated. Derivation of equations for face sheets is accomplished via the classical theory of curved beam, whereas for the flexible core, the elasticity equations in polar coordinates are implemented. Employing the von-Karman type geometrical non-linearity in strain-displacement relations, nonlinear governing equations are resulted. Linear pre-buckling analysis is performed neglecting the rotation effects in pre-buckling state. Stability equations are concluded based on the adjacent equilibrium criterion. Considering the movable simply supported type of boundary conditions, suitable trigonometric solutions are adopted which satisfy the assumed edge conditions. The critical uniform load of the beam is obtained as a closed-form expression. Numerical results cover the effects of various parameters on the critical buckling load of the curved beam. It is shown that, face thickness, core thickness, core module, fiber angle of faces, stacking sequence of faces and openin angle of the beam all affect greatly on the buckling pressure of the beam and its buckled shape.

• Structural Engineering and Mechanics
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• 제21권5호
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• pp.591-620
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• 2005

A general analytical model for thin-walled composite beams with an arbitrary open/(or/and) closed cross section and arbitrary laminate stacking sequence i.e., symmetric, anti-symmetric as well as un-symmetric with respect to the mid plane of the laminate, is developed in the first paper. All the mechanical properties, mechanical centre of gravity and mechanical shear centre of the cross section are defined in the function of the geometry and the material properties of the section. A program "fungen" and "clprop" are developed in Fortran to compute all the mechanical properties and tested for various isotropic sections first and compared with the available results. The locations of mechanical centre of gravity and mechanical shear centre are given with respect to the fibre angle variation in composite beams. Variations of bending and torsional stiffness are shown to vary with respect to the fibre angle orientations.

• 한국정밀공학회지
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• 제25권11호
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• pp.95-99
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• 2008

Applications of composite materials in various engineering fields have been extended significantly. For being useful composite materials, we could modify the rigidity and strength characteristics of composite material according to structures and material direction. In this study, CFRP, which has been widely used in space leisure and general structural applications due to the weight, elasticity coefficient, high fatigue strength and lower thermal transformation ect, was selected. As the CFRP is an anisotropic material whose mechanical properties change with its stacking sequence or angle, special attention was given to the effects of the fiber orientation angle on the bending characteristics of CFRP fiat and CFEP square members. It's different on the each result of strength and rigidity of CFRP flat and CFRP square members.