• Journal of Welding and Joining
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• 제30권6호
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• pp.68-73
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• 2012

Nowadays, car manufacturers tried to improve automotive fuel efficiency, and applied many high strength steels such as AHSS or UHSS to car bodies. Therefore, the number of steel combinations for the resistance spot welding are dramatically increased and the need for weldability evaluation of these combinations are also required. In this study, we suggest the lobe curve using FEM simulations for DP780 steel with 1.0t, 1.4t. The lobe curves which could expressed weldablity and optimal welding condition were obtained according to 6 steel combinations. There were two combinations for same steel sheet which were DP780 1.0t, DP780 1.4t. Dissimilar steel sheet combination with different thickness was 1.0t and 1.4t of DP780. Different steel combinations were DP780 1.0t and SPRC440 1.0t, and DP780 1.0t and DP590 1.0t. Finally dissimilar combinations was and DP780 1.0t and DP590 1.4t. The trend of low boundary and high boundary variation of lobe curve were analyzed with a viewpoint of the contact resistance and the heat input.

• Geomechanics and Engineering
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• 제8권3호
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• pp.323-359
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• 2015

This paper presents an elasto-plastic model for determination of the ground response curve of a circular underwater tunnel excavated in elastic-strain softening rock mass compatible with a nonlinear Hoek-Brown yield criterion. The finite difference method (FDM) was used to propose a new solution to calculate pore water pressure, stress, and strain distributions on periphery of circular tunnels in axisymmetric and plain strain conditions. In the proposed solution, a modified non-radial flow pattern, for the hydraulic analysis, is utilized. To evaluate the effect of gravitational loads and variations of pore water pressure, the equations concerning different directions around the tunnel (crown, wall, and floor) are derived. Regarding the strain-softening behavior of the rock mass, the stepwise method is executed for the plastic zone in which parameters of strength, dilatancy, stresses, strains, and deformation are different from their elasto-plastic boundary values as compared to the tunnel boundary values. Besides, the analytical equations are developed for the elastic zone. The accuracy and application of the proposed method is demonstrated by a number of examples. The results present the effects of seepage body forces, gravitational loads and dilatancy angle on ground response curve appropriately.

• 한국공작기계학회:학술대회논문집
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• 한국공작기계학회 2005년도 춘계학술대회 논문집
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• pp.115-124
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• 2005

This paper analyzes the problems that occurred in the magnification process for a fine input image and investigates a method to improve the problems. This paper applies a curve interpolation algorithm in CAD/CAM for the same test images with the existing image algorithm in order to improve the problems. As a result. the nearest neighbor interpolation. which is the most frequently applied algorithm for the existing image interpolation algorithm. shows that the identification of a magnified image is not possible. Therefore. this study examines an interpolation of gray-level data by applying a low-pass spatial filter and verifies that a bilinear interpolation presents a lack of property that accentuates the boundary of the image where the image is largely changed. The periodic B-spline interpolation algorithm used for curve interpolation in CAD/CAM can remove the blurring but shows a problem of obscuration, and the Ferguson's curve interpolation algorithm shows a more sharpened image than that of the periodic B-spline algorithm. For the future study, hereafter. this study will develop an interpolation algorithm that has an excel lent improvement for the boundary of the image and continuous and flexible property by using the NURBS. Ferguson's complex surface. and Bezier surface used in CAD/CAM engineering based on. the results of this study.

• 한국멀티미디어학회논문지
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• 제5권4호
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• pp.386-392
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• 2002

본 논문에서는 유리 B 스플라인 곡선을 이용한 새로운 블록 효과 감소 방법을 제안한다. 블록 효과는 매우 낮은 비트율로 블록 기반 부호화 방식을 수행할 때 복원 영상에서 나타나는 블록 형태의 왜곡을 의미한 다 제안된 기법에서는 컴퓨터 그래픽스 분야에서 제어점을 근사하는 부드러운 곡선을 생성하기 위해 사용되는 유리 B 스플라인 곡선을 이용하여 블록 효과를 감소시킨다 즉 블록 경계 영역의 화소들을 제어점으로 사용하며, 처리될 화소와 블록 경계간의 거리에 따라 가중치를 차등적으로 설정함으로써 블록 효과가 효율적으로 감소되도록 한다. 모의 실험은 제안된 방법이 기존 방법들에 비해 우수한 블록효과 감소 성능을 가지는 것을 나타낸다.

• 대한조선학회논문집
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• 제31권4호
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• pp.32-40
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• 1994

선박설계에 있어 초기선형설계는 설계요구를 만족하는 초기선형 정의와 정의된 선형의 순정 과정을 거친다. 이 과정에서 선형의 3차원적 정의와 효과적인 순정방법이 동시에 요구된다. 본 논문에서는 곡선망 선형순정법의 결과로 얻어지는 곡선망 선형을 이용하여 곡면간 기하학적 연속($GC^1$)이 만족되는 곡면으로 선형을 정의하였다. 본 논문에서 제시된 방법은 곡선망의 생성과정에서 나타날 수 있는 불규칙한 다각형에 대해서도 곡면화가 가능한 방법이다. Hermite 혼합 Coons 면조각, Convex 조합, Gregory 면조각 보간방법을 선형곡면화에 적용시켜 선체를 3차원 곡면으로 표현했다. 생성된 곡면의 순정도에 대한 검증은 곡면간 교차를 통한 수치적인 방법을 적용하였으며, 실선에 작용한 결과를 예로서 보였다.

• 한국정밀공학회:학술대회논문집
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• 한국정밀공학회 2005년도 춘계학술대회 논문집
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• pp.1695-1698
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• 2005

In this paper we investigate characteristics of deflection for circular plate with the non-symmetric boundary condition that is the boundary condition partly supported along the width direction of plate according to the length change of supporting end. For two boundary conditions such as simple supported and completely clamped boundary conditions, this study derives the maximum deflection formula of the circular plate using differential equation of elastic curve, assuming that a circular plate is a beam with the change of width and thickness along the longitudinal direction. The deflection formula of circular plate is verified by carrying out finite element analysis with regard to the ratio of length of supporting end to radius of circular plate.

• 화약ㆍ발파
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• 제24권1호
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• pp.9-19
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• 2006

본 연구는 일단고정-일단자유 단부 경계조건을 가진 콘크리트 매설관의 동적응답을 연구하고, 내진성능 평가 시 실용적이고 실무적용성이 높은 곡선 적합식의 개발을 목적으로 한다. 매설관의 동적응답을 연구하기 위해 기존 연구에서 개발된 수치해석 프로그램을 사용하여 일단고정-일단자유 단부 경계조건에 대한 최대변형 률 발생지점을 산정한 후, 산정된 지점에 대하여 5-1000(m) 의 파장${\lambda}$과 100-2000(m/see)의 전파속도 $(V_s)$를 적용하여 파장${\lambda}$의 변화와 전파속도 $(V_s)$의 변화에 따른 단위 (휨) 변형률 곡선식을 산출하였다. 적합성이 높은 곡선 적합식을 개발하기 위해 비선형 최소자승법을 이용하여 다양한 형태의 지수방정식을 검정한 후, 가장 좋은 결과를 나타내는 곡선 적합식과 필요한 계수 값을 제시하였다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2008년도 춘계 학술발표회 초청강연 및 논문집
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• pp.1095-1099
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• 2008

Critical state theory involves two state boundary surface. One is Roscoe surface and the other is Hvorslev surface. The shape of these boundary surface was changed because of several parameters : Critical state constant(M), spacing ratio (r) and critical state pore pressure coefficient($\wedge$). As these constants make difference to each model and the way of solution, they may affect the shape of state boundary surface. Specially, spacing ratio (r) is important. On this study, triaxial compression test was performed using remolded weathered mudstone soil and investigated variation of state boundary surface because of spacing ratio. In the results of prediction, critical state point was located highly and the shape of boundary surface was changed more tightly curve as decreasing spacing ratio.

• Journal of Electrical Engineering and Technology
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• 제12권3호
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• pp.1299-1306
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• 2017

This paper presents a boundary tracking control of an agent. To this end, it is shown that the boundary tracking problem can be reformulated into a robust control of uncertain double integrator first. Then, a disturbance observer (DOB) based control is proposed solving the robust control problem. Unlike the existing results in the literature, the proposed DOB based control requires only the local position measurement of the boundary (not the gradient information). The performance of the proposed control is demonstrated for two cases: the measurement of the boundary is given in a continuous or discrete manner. Finally, it is shown that the proposed control can be used for environmental monitoring as well by showing that the agent follows a level curve of real environmental monitoring data.

• 응용통계연구
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• 제6권2호
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• pp.329-339
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• 1993

커널을 이용한 회귀선의 추정은 단지 참 함수의 미분성만을 요구하는 비모수적인 회귀선의 추정방법이다. 유한구간에서 어떤 곡선의 완만한 추정곡선을 커널을 이용하여 추정할 때 추 정량의 전체적인 성능을 감소시키는 바운더리 문제가 발생하게 된다. 본논문에서는 바운더 리 문제를 다룰수 있는 커널을 개발하였다. Gray와 Schcany(1972)의 일반화된 jackknife 방 법을 이용하여 바운더리 커널을 개발하였고 또한 이 바운더리 커널이 이 바운더리 커널과 같은 수렴속도를 갖는 것을 보였다.