• 한국측량학회지
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• 제22권4호
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• pp.391-400
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• 2004

철도 곡선부는 열차 운행속도에 중요한 영향을 미친다. 이 곡선부에서 완화곡선 길이는 곡선구간의 선형 적합성을 평가하는데 주요 요인 중 하나가 되며, 이 값은 주행속도와 캔트값에 의해 결정 되어진다. 본 연구에서는 장항선을 대상으로 완화곡선 길이를 확보하기 위한 평가를 실시한 결과 곡선구간의 약 2/3이 연장에 필요한 구간으로 밝혀졌으며, 완화곡선 연장방법을 적용함에 있어 곡선중점의 변경은 없고 곡선반경을 변화시켜 연장하는 방법이 선로중심선에서의 최대 이동량 및 곡선반경 편차를 최소화시킬 수 있으며, 또한 전면적인 선형개량이 어려울 경우 선형 적합성 및 속도향상에 효과적일 것이다.

• 한국진공학회:학술대회논문집
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• 한국진공학회 2011년도 제40회 동계학술대회 초록집
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• pp.432-432
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• 2011

Dry adhesion caused by Nanoscale contact comes up to important scientific issue. Herein, we introduce bendable nanohairy locking fastener system with high shear strength and mechanically flexible backing. The polymeric patches like velcro are composed of an array of straight nanohairs with 100 nm diameter and $1{\mu}m$ height. To fabricate high aspect vertical nanohairs, we used UV molding method with appropriately flexible and rigid polyurethane acrylate material on PET substrate. Two identical nanohairy patches are easily merged and locked each other induced by van der Waals force. Because nanohairs can be arrayed with high density ${\sim}4{\times}10^8/cm^2$, we can obtain high shear adhesion force on flat surface (~22 N/$cm^2$). Furthermore, we can obtian nanohairy locking system with maximum shear adhesion ~48 N/$cm^2$ of curved surface due to flexibility of PET substrate. We confirm the tendency that shear adhesion force increases, as radius of curvature increases.

• Fibers and Polymers
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• 제6권1호
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• pp.55-65
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• 2005

Extensible elastica solutions of two-dimensional deflection of crimped fiber cantilever of circular wavy crimp were obtained for one end clamped boundary under concentrated, inclined and dead tip load Fiber was also regarded as a linear elastic material. Crimp was described as a combination of semicircular arcs smoothly connected with each other having con­stant curvature of all the same magnitude and alternative sign. Also the inclined load direction was taken into account. The solutions were expressed as the recursive forms of integrals in two different cases, which can also be transformed to elliptic integrals respectively. Comparing the data with inextensible ones was carried out. Consequently in the solution, the normal strain of neutral axis is expressed in terms of cross-sectional area, second moment of area and normalized load parameter. Examples of the circular cross-sectioned fiber are presented. As a result, the differences of normalized load between inexten­sible and extensible elastica solutions when the radius ratio becomes 0.1 were maximum $\Lambda$ = 0.1.

• 한국세라믹학회지
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• 제39권7호
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• pp.675-679
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• 2002

강화유리를 제조하기 위해서, 디스플레이 기판으로 사용되는 soda-lime-silicate 유리를 대상으로 단일이온교환 특성에 대하여 3점곡강도와 잔류응력을 조사하였다. 단일이온교환을 47$0^{\circ}C$에서 1시간 처리 후, 45$0^{\circ}C$에서 24시간 행하였을 때, 62.5$\times$10$_{6}$ kg/$m^2$의 최대 강도 값을 나타내었다. 또한, 곡강도 측정 후 얻어진 시편의 파단면에 존재하는 잔류응력층을 파괴분석을 통하여 관찰한 결과, 이 잔류응력층이 외부하중에 대한 탄성 변형에너지를 흡수하여 유연성을 증가시킴을 알 수 있었다 또한, 탄성변형에너지 흡수는 만곡변화, 균열가지수 및 취성특성 분석에서도 관찰되었다.

• 한국광학회지
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• 제12권4호
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• pp.289-293
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• 2001

금속 모세관을 이용하여 일반적인 단일모드 광섬유를 결합함으로써 매크로 벤딩(macro bending)을 측정할 수 있는 광섬유 센서를 제작하였다. 매크로 벤딩에 의한 곡률 반지름이 감소함에 따라 각도 정렬 오차가 증가하여 투과되는 빛의 에너지가 감소하게 되므로 매크로 벤딩을 측정할 수 있었다. 측정 범위는 곡률 반지름 20mm에서 85mm의 영역이었다. 사용한 광섬유 격자의 중심 파장은 각각 1543.3 nm, 1549.5nm이고 최대 벤딩 손실을 -11.19dB였다. 이 센서와 광섬유 브래그 격자를 이용하여 다중점 측정이 가능함을 보였다.

• Structural Engineering and Mechanics
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• 제53권1호
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• pp.17-26
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• 2015

The cross sections of hollow cylindrical tubes ovalise under a pure bending condition, and this reduces their flexural stiffness as their curvatures increase. It is important to accurately evaluate this phenomenon, known as the 'Brazier effect', to understand the bending behaviour of the systems considered. However, if the tubes are supported by an elastic medium or foundation, the ovalisation displacements of their cross sections may decrease. From this point of view, the purpose of this research is to analytically investigate the bending characteristics of single- and double-walled elastic tubes contacted by an elastic material by considering the Brazier effect. The Brazier moment, which is the maximum moment-carrying capacity of the ovalised cross section, can be calculated by introducing the strain energy per unit length of the tube in terms of the degree of ovalisation for the tube and the curvature. The total strain energy of the double-walled system is the sum of the strain energies of the outer and inner tubes and that of the compliant core. Results are comparatively presented to show the variation in the degree of ovalisation and the Brazier moment for single- and double-walled tubes.

• 대한기계학회논문집
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• 제13권4호
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• pp.636-642
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• 1989

본 논문은 복합재의 3차원 파괴거동에 대한 기초 연구의 하나로, 탄성 계수가 서로 다른 물체로 구성된 2상접합재에서 군열선단의 국소영역에서의 3차원적인 파괴거동을 위의 매입격자법을 적용하여 균열선단의 3차원적인 변형율 분포상태와 노치로부터의 군열발생점 및 그 진행 방향과의 상관 관계를 살펴보았다.

• 한국의류학회지
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• 제33권5호
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• pp.741-751
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• 2009

In order to design and develop the various silhouette of pants pattern for standardized pants patterns, this study is to classify the pants style by the silhouette and to characterize each pants pattern which are classified. Recent 37 ready-made pants patterns of various style were collected in order to analyze their silhouette from April to July 2007. Measurement of each region of the pants pattern were compared and analysed. After analyse the standard deviation, coefficient of variance, minimum, maximum, range about the measurement of each region of the pants pattern, major pattern design factors were extracted. Five major factors are the angle of center front line and center back line, the crotch extension, the position of center back line against center front line, the curvature of center back line, and amount of waist dart. As a result, pants style were grouped as the culottes, formal, basic and tight style after considering the extracted design factors, and analysing correlation, degree of dispersion of the measurement by part. As the silhouette of pants classification from culotte to tight, the fits are closer to the figure, crotch depth increases, crotch extensions are shorter, and angle of the center back increases. The shape of the connected front and back center lines is U-shape for culotte and is closer to V-shape as the silhouette becomes tight.

• Steel and Composite Structures
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• 제33권3호
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• pp.389-402
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• 2019

Reinforced concrete walls and buckling restrained braces are effective structural elements that are used to resist seismic loads. In this paper, the behavior of the reinforced concrete walls coupled with buckling restrained braces is investigated. In such a system, there is not any conventional reinforced concrete coupling beam. The coupling action is provided only by buckling restrained braces that dissipate energy and also cause coupling forces in the wall piers. The studied structures are 10-, 20- and 30-story ones designed according to the ASCE, ACI-318 and AISC codes. Wall nonlinear model is then prepared using the fiber elements in PERFORM-3D software. The responses of the systems subjected to the forward directivity near-fault (NF) and ordinary far-fault (FF) ground motions at maximum considered earthquake (MCE) level are studied. The seismic responses of the structures corresponding to the inter-story drift demand, curvature ductility of wall piers, and coupling ratio of the walls are compared. On average, the results show that the inter-story drift ratio for the examined systems subjected to the far-fault events at MCE level is less than allowable value of 3%. Besides, incremental dynamic analysis is used to examine the considered systems. Results of studied systems show that, the taller the structures, the higher the probability of their collapse. Also, for a certain peak ground acceleration of 1 g, the probability of collapse under NF records is more than twice this probability under FF records.

• Structural Engineering and Mechanics
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• 제71권5호
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• pp.469-483
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• 2019

In this paper, an improved mathematical model is presented for the bending analysis of doubly curved functionally graded material (FGM) sandwich rhombic conoids. The mathematical model includes expansion of Taylor's series up to the third degree in thickness coordinate and normal curvatures in in-plane displacement fields. The condition of zero-transverse shear strain at upper and lower surface of rhombic conoids is implemented in the present model. The newly introduced feature in the present mathematical model is the simultaneous inclusion of normal curvatures in deformation field and twist curvature in strain-displacement equations. This unique introduction permits the new 2D mathematical model to solve problems of moderately thick and deep doubly curved FGM sandwich rhombic conoids. The distinguishing feature of present shell from the other shells is that maximum transverse deflection does not occur at its center. The proposed new mathematical model is implemented in finite element code written in FORTRAN. The obtained numerical results are compared with the results available in the literature. Once validated, the current model was employed to solve numerous bending problems by varying different parameters like volume fraction indices, skew angles, boundary conditions, thickness scheme, and several geometric parameters.