• 한국의류학회지
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• 제40권1호
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• pp.97-113
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• 2016

This study develops pant patterns using body shape, measurement and shell mesh data to decide optimal women's pants according to styles with excellent size, fit and shape for different individuals and silhouettes. Standard landmarks, lines, triangles and structures were set on a 3D scanned lower body shell to represent women in their twenties and flattened as a 2D pattern. Patterns were created and analyzed according to culotte, formal, slacks and tight type considering crotch shape, location of the crotch point, and adjusting waist darts. Flattened patterns were rotated to compare existing methods. The crease lines were then set through the hip protrusion point and compared. The main factor of the pant pattern were extracted, total rise, crotch depth, crotch width, angle of center line, shape of the center line curve, the thigh width, the amount of waist dart, and crease line position. With going tight style from the culotte, the fits are closer to the figure with minimized thigh circumference, the dart amount decreases, the crotch depth increases, the crotch extensions were shorter, and the angle of the center back increased. The total rise is U shape for culotte and is closer to V shape as the silhouette tightens. T-test of appearance evaluation of the developed pant pattern were conducted after analyzing measurements and shapes of each styles. The results of the developed patterns were superior to existing patterns in accordance to hip line between body and pants as well as appearance evaluation. We found systematic mechanisms among pattern factors that create various pant silhouettes. Evidence on classification of the silhouettes of traditional types of pants were explained objectively through the process of playing out 3D forms.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 1996년도 춘계학술대회논문집; 부산수산대학교, 10 May 1996
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• pp.263-270
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• 1996

본 연구에서는 여러개의 원판형 압전소자가 부착된 판구조물의 소음제어를 다루었다. 판재의 아래에는 소음원이 위치하고 이 소음원은 판재를 가진한다. 구조물 및 압전소자는 3차원 요소, 구조물 요소 및 천이요소의 조화로 이루어지는 유한요소로 모델링 되었다. 최적화 과정의 목적함수는 구조물로부터 복사되는 소음 에너지이고 설계변수는 원판형 압전소자의 위치, 크기 및 인가되는 전압이 사용되었다. 최적설계과정에서 요구되는 자동격자형성이 언급되었다. 구조물의 공진 및 비공진 주파수에서 최적설계가 행해졌으며 괄목할 만한 소음감소를 얻었다. 이 결고는 음향 하중의 형태가 다르게 변하더라도 크게 변하지 않는 것이 밝혀졌다. 또한 한 주파수 뿐 아니라 넓은 주파수 영역에서도 압전가진기의 전압을 조정함으로써 좋은감소를 얻을 수 있다.

• Steel and Composite Structures
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• 제42권4호
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• pp.427-446
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• 2022

Cutouts in the beams or plates are often unavoidable due to inspection, maintenance, ventilation, structural aesthetics purpose, and sometimes to lighten the structures. Therefore, there will be a substantial reduction in the strength of the structure due to the introduction of the cutouts. However, these cutouts can be reinforced with the different patterns of ribs (stiffener) to enhance the strength of the structure. The present study highlights the influence of the elliptical cutout reinforced with a different pattern of ribs on the stability performance of such stiffened composite panels subjected to non-uniform edge loads by employing the Finite element (FE) technique. In the present formulation, a 9-noded heterosis element is used to model the skin, and a 3-noded isoparametric beam element is used to simulate the rib that is attached around a cutout in different patterns. The displacement compatibility condition is employed between the plate and stiffener, and arbitrary orientations are taken care by introducing respective transformation matrices. The effect of shear deformation and rotary inertia are incorporated in the formulation. A new mesh configuration is developed to house the attached ribs around an elliptical cutout with different patterns. Initially, a study is performed on the panels with different stiffener schemes for various ply orientations and for different stiffener depth to width ratios (d_s/b_s) to determine an optimal stiffener configuration. Further, various parametric studies are conducted on an obtained optimal stiffened panel to understand the effect of cutout size, cutout orientation, panel aspect ratio, and boundary conditions. Finally, from the analysis, it can be observed that the arrangement of the stiffener attached to a panel has a major impact on the buckling capacity of the stiffened panel. The stiffener's depth to width ratio also significantly influences the buckling characteristic.

• Steel and Composite Structures
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• 제37권6호
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• pp.663-678
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• 2020

This paper proposes a novel topology optimization method generating multiple materials for external linear plane crack structures based on the combination of IsoGeometric Analysis (IGA) and eXtended Finite Element Method (X-FEM). A so-called eXtended IsoGeometric Analysis (X-IGA) is derived for a mechanical description of a strong discontinuity state's continuous boundaries through the inherited special properties of X-FEM. In X-IGA, control points and patches play the same role with nodes and sub-domains in the finite element method. While being similar to X-FEM, enrichment functions are added to finite element approximation without any mesh generation. The geometry of structures based on basic functions of Non-Uniform Rational B-Splines (NURBS) provides accurate and reliable results. Moreover, the basis function to define the geometry becomes a systematic p-refinement to control the field approximation order without altering the geometry or its parameterization. The accuracy of analytical solutions of X-IGA for the crack problem, which is superior to a conventional X-FEM, guarantees the reliability of the optimal multi-material retrofitting against external cracks through using topology optimization. Topology optimization is applied to the minimal compliance design of two-dimensional plane linear cracked structures retrofitted by multiple distinct materials to prevent the propagation of the present crack pattern. The alternating active-phase algorithm with optimality criteria-based algorithms is employed to update design variables of element densities. Numerical results under different lengths, positions, and angles of given cracks verify the proposed method's efficiency and feasibility in using X-IGA compared to a conventional X-FEM.

• Journal of Yeungnam Medical Science
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• 제11권2호
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• pp.293-302
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• 1994

유뇨증의 치료제로서 널리 사용되고 있는 imipramine의 작용기전에 관한 학설이 여러가지가 있으나 그 중 콜린성수용체 봉쇄작용을 관찰하기 위한 방법으로 평활근 세포를 분리배양하여 단일세포에 대한 acetylcholine의 수축작용과 이에 대한 imipramine의 길항작용을 atropine의 그것과 비교해 보기로 하였다. 개의 방광을 적출하여 $0{\sim}4^{\circ}C$의 K-H 용액내에서 $2{\times}2mm$크기의 평활근 절편을 얻어 $36^{\circ}C$의 collagenase 용액에 넣고 95%/5% $O_2/CO_2$, 혼합산소 공급하에서 17~20분동안 배양하여 분리된 부유세포군을 5 ml test tubes에 나누어 담고 acetylcholine을 $10^{-14}M{\sim}10^{-9}M$의 농도로 첨가하였다. Acrolein 1%를 가하여 수축한 세포를 고정시킨 후, 위상차 현미경에 장착한 CCTV camera로 채취한 영상을 microscaler로 전송하고 monitor상에서 세포의 길이를 측정하였다. 분리된 세포들은 acetylcholine에 의해 5초 이내에 최대 수축을 보였으며 이후 120초까지 수축상태를 지속하였다. Atropine은 acetylcholine 유발 수축을 atropine $10^{-7}M$ 에서부터 농도의존적으로 억제하였으며, imipramine도 acetylcholine 유발수축을 atropine과 같은 경향으로 농도의존적으로 억제하였는데, imipramine $10^{-9}M$의 저농도에서도 유의한 억제를 보였다. 이상의 결과를 종합하면 본 실험에 사용된 조건하에서의 collagense를 이용한 세포 분리법은 단일세포를 대상으로 하는 실험을 위하여 가용한 방법이며, imipramine은 개의 방광평활근 단일세포에서 atropine보다 더 강력한 콜린성 수용체 봉쇄작용을 나타낸다고 생각되었다.