• 대한기계학회:학술대회논문집
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• 대한기계학회 2008년도 추계학술대회B
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• pp.2477-2482
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• 2008

Effect of computational domain size in simulating of periodic obstacle flow has been investigated for the flow past tube banks. Reynolds number, defined by freestream velocity (U) and cylinder diameter (d), was fixed as 200, and center-to-center distance (P) as 1.5d. In-line square array was considered. Drag coefficient, lift coefficient and Strouhal number were calculated depending on domain size. Circular cylinders were implemented on a Cartesian grid system by using an immersed boundary method. Boundary condition is periodic in both streamwise and lateral directions. Previous studies in literature often use a square domain with a side length of P, which contains only one cylinder. However, this study reveals that size is improper. Especially, RMS values of flow-induced forces are most sensitive to the domain size.

• Composites Research
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• 제28권4호
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• pp.176-181
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• 2015

본 연구에서는 stuffed Whipple shield의 성능 향상을 목적으로, stuffed Whipple shield의 중간층에 적용되는 직물의 방탄 성능 향상 기법으로서 Z형 직물 디자인을 제안하였다. 직물은 경계조건에 의하여 충격 현상과 방탄 성능이 크게 변화하게 된다. 따라서 기존의 단순 적층식 직물과는 다른 경계조건을 갖는 Z형 직물을 제안하였고, Z형 직물의 방탄 성능을 확인하기 위하여 상용 프로그램 LS-DYNA를 이용한 아라미드 섬유사와 직물에 대한 충격해석을 수행하여 에너지 흡수 특성을 계산하고, 그 결과를 단순 적층식 섬유사와 직물의 경우와 비교하였다. 그 결과 Z형 직물은 단순 적층식 직물과는 다른 충격 거동을 보이고, 고속 영역에서 2 edge fixed, 4 edge fixed보다 높은 에너지 흡수율을 보이는 것을 확인하였다.

• 한국산학기술학회논문지
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• 제17권4호
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• pp.734-742
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• 2016

최근 21세기에 접어들어 무분별한 발전의 결과로 석탄, 석유 등의 화석연료가 고갈되고 있으며, 지구 온난화가 진행중이다. 이미 유럽과 미국 등의 선진국에서는 신재생 에너지 분야에 관심을 갖고 있으며, 그 중에서도 풍력에너지가 많은 관심을 받고 있다. 풍력발전타워는 운용 중 주기적인 하중의 발생으로 만들어지는 주파수를 회피하여 설계를 해야 한다. 일반적으로 구조해석 과정 시 지반을 고정단 경계조건으로 해석한다. 하지만, 고정단 경계조건의 경우 지반 조건 상호작용을 고려하지 못하여 목표 진동수를 벗어나게 된다. 본 연구에서는 용량 별 지반경계 조건 및 기초의 근입깊이를 고려한 고유진동수 효과를 연구하였으며, 변수에 따른 차이를 확인하였다. 결과적으로 고정단 경계조건 모델은 지반조건과 근입깊이의 영향을 받지 않으며, Coupled Spring 경계조건 모델은 지반조건에는 영향을 받지만, 근입깊이에는 영향을 받지 않는다. Winkler Spring 경계조건의 경우에는 지반조건과 근입깊이에 모두 영향을 받는다. 하지만, 얕은 깊이의 지반에서는 지반조건의 영향을 받지 않으므로 Coupled Spring 경계조건 모델을 활용한 지반조건 별 해석을 수행하는 것이 효과적이다.

• Computers and Concrete
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• 제25권3호
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• pp.255-266
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• 2020

This study presents comparation of fixed and viscos boundary condition effects on three-dimensional earthquake response and performance of a RCC dam considering linear and non-linear response. For this purpose, Cine RCC dam constructed in Aydın, Turkey, is selected in applications. The Drucker-Prager material model is considered for concrete and foundation rock in the nonlinear time-history analyses. Besides, hydrodynamic effect was considered in linear and non-linear dynamic analyses for both conditions. The hydrodynamic pressure of the reservoir water is modeled with the fluid finite elements based on the Lagrangian approach. The contact-target element pairs were used to model the dam-foundation-reservoir interaction system. The interface between dam and foundation is modeled with welded contact for both fixed and viscos boundary conditions. The displacements and principle stress components obtained from the linear and non-linear analyses are compared each other for empty and full reservoir cases. Seismic performance analyses considering demand-capacity ratio criteria were also performed for each case. According to numerical analyses, the total displacements and besides seismic performance of the dam increase by the effect of the viscous boundary conditions. Besides, hydrodynamic pressure obviously decreases the performance of the dam.

• 한국음향학회지
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• 제27권8호
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• pp.395-402
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• 2008

바이올린, 비올라, 첼로, 콘트라베이스 등 비올족 현악기는 현의 진동이 브리지를 통해 몸체로 전달되고 공명을 일으켜 큰 소리를 내게 되어 있다. 즉 현악기에서는 현의 진동이 음원이 되며 현의 재질, 구조와 경계조건이 음색에 결정적 영향을 미치게 된다. 본 연구에서는 첼로에서 한쪽 끝은 고정되고 다른 끝은 손가락에 의해 운지된 현의 진동을 양 끝이 고정된 개방현의 진동과 비교하여 해석하고 실험하였다. 해석과 실험의 결과는 운지된 현의 진동이 양단이 고정된 개방현의 진동과 크게 다른 것을 보여준다. 또 운지된 현에서 손가락 끝과 현의 접촉 조건에 의해서도 음색이 크게 달라지므로 접촉조건을 조절함으로써 악기의 음색을 바꿀 수 있음을 설명해 준다.

• 대한기계학회논문집A
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• 제28권2호
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• pp.133-142
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• 2004

In this article, the constitutive relations of three types of piezoelectric benders, which are a unimorph bender, a bimorph bender and a triple-layer bender, are derived based on the beam theory under the quasi-static equilibrium condition. The relation coefficients are described as the geometry and material properties of the benders. More general constitutive relations involving fixed-free, fixed-roll, and fixed-simply supported boundary conditions under the inconsistent length condition between the piezoelectric layer and the nonpiezoelectric one are discussed. The complicated constitutive relations can be easily calculated and checked by using the symbolic function in ‘Mathematica’. The relation coefficients for the benders are plotted in three dimensional graph using the developed program.

• Journal of Welding and Joining
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• 제18권4호
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• pp.28-37
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• 2000

In this paper the LNG vessel of the Moss type which is capable of lifting 15,261 tons is investigated in the view point of the pressure vessel preliminary design using the finite element method. The Pressure vessel design is based on the equivalent stress levels due to the internal pressure. The finite element model of the spherical pressure vessel is configured using 4 noded quadrilateral shell element. The finite element analysis program NASTRAN and ANSYS 5.5are implemented. The design is compared with the three kinds of the boundary condition : first, where the equator of the pressure vessel is fixed, and where the top and is fixed, and, the bottom end is fixed, respectively. A comparison is presented between the results obtained by the finite element model and by the prototype production model. Additionally just below position(case 1 & case 2) of equator ring was carried out by using ANSYS 5.5. The results show that the vessel design based on the stress is acceptable at the preliminary design.

• East Asian mathematical journal
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• 제38권5호
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• pp.593-601
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• 2022

In this paper, we consider singular 𝜑-Laplacian problems with nonlocal boundary conditions. Using a fixed point index theorem on a suitable cone, the existence results for one or two positive solutions are established under the assumption that the nonlinearity may not satisfy the L¹-Carathéodory condition.

• 대한수학회보
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• 제55권3호
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• pp.899-911
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• 2018

In this paper, we consider the second-order nonlinear differential equation with the nonlocal boundary conditions. We first reformulate this boundary value problem as a fixed point problem for a Fredholm integral equation operator, and then present a result on the existence and uniqueness of the solution by using the contraction mapping theorem. Furthermore, we establish a sufficient condition on the functions ${\mu}$ and $h_i$, i = 1, 2 that guarantee a unique solution for this nonlocal problem in a Hilbert space. Also, accurate analytic solutions in series forms for this boundary value problems are obtained by the Adomian decomposition method (ADM).

• Structural Engineering and Mechanics
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• 제47권3호
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• pp.345-359
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• 2013

For the purpose of investigating the free vibration response of the spatial curved beams, the governing equations are derived in matrix formats, considering the variable curvature and torsion. The theory includes all the effects of rotary inertia, shear and axial deformations. Frobenius' scheme and the dynamic stiffness method are then applied to solve these equations. A computer program is coded in Mathematica according to the proposed method. As a special case, the dynamic stiffness and further the natural frequencies of a cylindrical helical spring under fixed-fixed boundary condition are carried out. Comparison of the present results with the FEM results using body elements in I-DEAS shows good accuracy in computation and validity of the model. Further, the present model is used for reciprocal spiral rods with different boundary conditions, and the comparison with FEM results shows that only a limited number of terms in the resultant provide a relatively accurate solution.