• Composites Research
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• v.34 no.5
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• pp.283-289
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• 2021

This paper derives numerically the buckling Knockdown factors using two different initial imperfection models, such as geometric and loading imperfection models, to investigate the unstiffened composite cylinder with an ellipse pre-buckling deformation pattern. Single Perturbation Load Approach (SPLA) is applied to represent the geometric initial imperfection of a thin-walled composite cylinder; while Single Boundary Perturbation Approach (SBPA) is used to represent the geometric and loading imperfections simultaneously. The buckling Knockdown factor derived using SPLA is higher than NASA's buckling design criteria by approximately 84%, and lower than buckling test result by 9%. The buckling Knockdown factor using SBPA is higher than NASA's buckling design criteria by about 75%, and 14% lower than the buckling test result. Therefore, it is shown that the buckling Knockdown factors derived in this study can provide a lightweight design compared to the previous buckling design criteria while they give reasonably a conservative design compared to the buckling test for both the initial imperfection models.

• Proceedings of the Korean Information Science Society Conference
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• 2001.04b
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• pp.619-621
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• 2001

최근 몇 년간 의학 분야에서는 인체의 해부학적 구조를 컴퓨터 그래픽스 기술을 통해 컴퓨터로 재구성하려는 시도에 많은 관심을 쏟아졌다. 이러한 관심은 치과 치료분야에서도 이루어져 왔는데, 컴퓨터 그래픽스르 이용한 치과 치료에도 많은 응용 분야가 있다. 자료를 측정한다거나, 시각적으로 3차원의 영상을 보여준다거나, CAD-CAM 기술을 이용하여 의치의 틀이나 금형등을 제작할 수도 있다. 본 논문은 이러한 다양한 응용에 기반 기술이 될 수 있는 치아의 기하학적 특성을 정의 하고, 이것을 찾기 위한 여러 가지 방법을 실험해보고, 더 나은 방법을 제시하고자 한다.

• Proceedings of the Computational Structural Engineering Institute Conference
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• 2011.04a
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• pp.191-194
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• 2011

전 세계적으로 에너지원 확보에 많은 관심을 가지고 있다. 육상유전에서 석유가 고갈되고 있는 시점에서 해양유전개발이 활발하게 이루어지고 있고 해양구조물 발주도 활발히 이루어지고 있다. 하지만 해양구조물은 아주 다양한 장비 물품과 복잡한 기하학적 구조를 가지고 있어 설계, 생산, 설치 운용에 어려움을 겪고 있고 기본설계, 장비 등과 같은 핵심기술은 외국에 의존하고 있는 실정이다. 이러한 상황을 극복하기 위해서는 해양플랜트 산업분야의 설계 및 생산기술력이 요구되고 있다. 본 연구에서는 해양구조물의 설계와 생산 작업에 중요한 인자로 적용되는 초기생산 단가산정 알고리즘을 이용한 Tool을 제시하고자 한다. 초기원가산정 알고리즘을 개발함으로써 생산 공정의 난이도를 미리 예측하여 준비 및 대비 할 수 있도록 하여 생산 공정의 발전을 이끌 수 있고 초기 설계 단계에서 사전 평가에 중요한 지표로 활용하며 설계 작업에 가이드라인을 제시하여 좀 더 경제적이고 효과적인 설계를 가능하게 해줄 것이다.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.20 no.4
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• pp.464-469
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• 2019

Tapered roller bearings are used widely in vans, trucks, and trains because they can support the vehicle in a stable manner even under a heavy load. The cage of a tapered roller bearing maintains the gap between the rollers, which prevents friction wear and suppresses heating. If the cage is severely deformed due to resonance, the roller may not be able to roll smoothly and even leave the cage. Consequently, it is very important to analyze the dynamic characteristics of the cage for reliable performance of a bearing. The cage essentially has geometrical tolerance in the manufacturing process. In this paper, the effects of those geometrical imperfections on the dynamic characteristics of the cage were investigated. As a result, natural frequency separation occurred near the natural frequency of the ideal cage due to geometrical imperfections. In addition, the interval was proportional to the magnitude of the geometric error, and the interval increased with increasing mode number.

• Journal of Korea Water Resources Association
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• v.41 no.8
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• pp.797-806
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• 2008

The geometric properties of the drainage structures are analyzed through depicting the drainage network which is composed of the whole drainage paths in the natural basin defined at the specific scale. The theoretical consideration is performed on the general structures of networks organized by ramification process based on Fractal tree and Horton's law. The drainage network is generated via ArcGIS, ordered by Strahler's ordering scheme and investigated with Strahler's order. As a results of the Richardson's method it is shown that there may exist the distinct behavioral characteristics between overland-flow and channel flow and the natural stream networks would be space-filling Fractals. As a result, it is shown that the values estimated by considering the overland-flow on being applied to the field data give the different results from the empirical method applied until now. As expected, therefore the results obtained from this study are sure to be devoted further researches on the channel networks.

• Journal of the Korea institute for structural maintenance and inspection
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• v.15 no.2
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• pp.125-135
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• 2011

The latest study for formulation of finite element method and computation techniques has progressed widely. The classical method in the formulation of frame elements for geometrically nonlinear analysis derives the geometric stiffness directly from the governing differential equation for bending with axial force. From the computational viewpoint of this paper, the most common approach is the finite element method. Commonly, the formulation of frame elements for geometrically nonlinear structures is based on appropriate interpolation functions for the transverse and axial displacements of the member. The formulation of flexibility-based elements, on the other hand, is based on interpolation functions for the internal forces. In this paper, a new method is used to suppose that interpolation functions for the displacements from the curvatures is Lagrangian interpolation. This paper derives flexibility matrix from that displacement functions and is considered the application of it. Using the flexibility matrix, this paper apply the program considered geometrically nonlinear analysis to common problems.

• Proceedings of the Computational Structural Engineering Institute Conference
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• 1996.10a
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• pp.19-28
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• 1996

본 논문에서는 유연 연결부를 갖고 있는 이차원 구조물의 비탄성 좌굴해석을 연구하였다. 본 해석을 통하여 구조물의 기하학적, 및 재료적 비선형 뿐만 아니라 유연 연결부의 비선형 효과가 구조물의 거동과 강도에 미치는 영향을 예측할 수 있다. 본 해석 결과는 실험 결과와 비교하였으며 예제해석도 수행하였다.

• Proceedings of the Korean Society of Broadcast Engineers Conference
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• 2017.06a
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• pp.188-189
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• 2017

점진적 움직임 기반 구조(Incremental Structure from Motion)는 다양한 시점에서 촬영한 영상들을 하나 씩 점진적으로 추가하여 3차원 장면을 복원하는 방법이다. 3차원 구조 복원에 사용되는 영상 켤레들 중에는 불필요한 켤레들도 충분히 포함되어 있으므로 복원된 구조의 불안정성과 불필요한 영상 켤레 처리로 인한 성능 손실이 발생할 수 있다. 이 논문은 상대적으로 불필요한 영상 켤레를 입력 영상 집합에 맞게 적응적으로 제거하는 방법을 제안한다. 대응점 탐색 단계에서 기하학적 검증작업 전후로 총 두 번의 영상 켤레 제거가 실행되며, 통계적인 방법 및 기하학적으로 검증된 대응점 비율을 이용하여 문턱치를 결정한다. 실험 결과 3차원 복원 결과에 지장을 주지 않으면서 복원에 필요한 영상 켤레 개수를 효과적으로 줄일 수 있었다.

• Journal of Aerospace System Engineering
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• v.17 no.2
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• pp.62-70
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• 2023

We proposed a technique for predicting Stress-Life (S-N) curve or fatigue life using geometric features of a ply-overlap joint structure in which plies of two composite materials are partially or wholly laminated and bonded. Geometric features that could affect fatigue properties of a structure were selected as variables. By analyzing relationships between geometric variables and material constants of the Epaarachchi-Clausen model, a fatigue model for composites, relational expressions of these two factors were proposed. To verify the prediction accuracy of the proposed method, fatigue life of a CFRP/GFRP ply-overlap joint was predicted. Predicted life and life obtained by test data-based model were compared to actual life. High prediction accuracy was confirmed by calculating the coefficient of determination of the predicted S-N curve.

• Journal of Korean Society of Steel Construction
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• v.26 no.3
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• pp.143-154
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• 2014

An improved method for evaluating effective buckling length of semi-rigid frame with inelastic behavior is newly proposed. Also, generalized exact tangential stiffness matrix with rotationally semi-rigid connections is adopted in previous studies. Therefore, the system buckling load of structure with inelastic behaviors can be exactly obtained by only one element per one straight member for inelastic problems. And the linearized elastic stiffness matrix and the geometric stiffness matrix of semi-rigid frame are utilized by taking into account 4th terms of taylor series from the exact tangent stiffness matrix. On the other hands, two inelastic analysis programs(M1, M2) are newly formulated. Where, M1 based on exact tangent stiffness matrix is programmed by iterative determinant search method and M2 is using linear algorithm with elastic and geometric matrices. Finally, in order to verify this present theory, various numerical examples are introduced and the effective buckling length of semi-rigid frames with inelastic materials are investigated.