• Journal of Korean Society of Steel Construction
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• v.13 no.6
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• pp.661-672
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• 2001

The present study is concerned with the arc-length method in the investigation of the large deflection behavior of spatial structures with composite materials. This study should be able to trace the main equilibrium path by automatically varying the arc-length size of individual solution steps with the variation of the curvature of the nonlinear equilibrium path. A quasi-elastic method is used for the solution for viscoelastic analysis of the reticulated spatial structures. Elastic modulus of composite materials is defined by micro mechanical materials modeling method and nonlinear equilibrium path is traced with various load types. To demonstrate the effectiveness of the present strategies, numerical examples of reticulated spatial truss is given and compared with solutions using other methods.

• Korean Journal of Applied Biomechanics
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• v.19 no.1
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• pp.117-126
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• 2009

The purpose of this study was to investigate the effects of 12-week complex training program on foot pressure patterns of the elderly women. The training program consisted of aerobic exercise and muscular training for 12 weeks. Two stages of walking were given to the participants before and after treatment: (a) straight walking; and (b) turn at $45^{\circ}$ while walking. Data related to foot-pressure distribution(FPD) while walking were collected from each stage and analyzed. Results indicated that in both stage of walking, the mean of the foot pressure(FP) was significantly reduced after the participation in the program. Results also revealed that in all stages, the patterns of the FPD and the center of pressure(COP) were widely lower and more stable. Based on the results of this study, it was concluded that participating in a 12-week complex program bas impact on the gait patterns of the elderly women, reducing the foot pressure on their shoes.

• International Journal of Highway Engineering
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• v.10 no.2
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• pp.125-133
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• 2008

Achieving consistent geometric design is an important goal in highway design to ensure obtaining safe, economical and smooth traffic operation. Most evaluation of consistency is based on 'speed change' in speed profile. According to literature, the speed depends on geometric elements, speed on tangent section prior to a curve, and background around roads. Especially, the radius is the most main element mentioned in various literature. Therefore, this paper shows two ways of calculating horizontal radius on real road, that is, three-dimensional road. First of all, the radius of horizontal curve is calculated based on physical method. The calculated radius contains not only superelevation but also longitudinal grade while the current minimum radius is calculated by considering superelevation and side friction according to the point-mass equation. Secondly, the problem of composed curves with distorted appearance by overlaying sag or crest vertical alignment has been known. To quantify the extent of distortion effects, the method of calculation of real seen so called 'Perspective Radius' is developed. The paper presents the perspective radius and recommended perspective radius.

• Journal of Digital Convergence
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• v.12 no.1
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• pp.415-421
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• 2014

In this paper, we proposed problem and improvement of halftoning using random space filling curve. Random space filling curve is developed as a solution for shortcoming which space filling curve has self-similarity. It is used to reduce regular pattern can be occurred in constant brightness area in order that randomness apply to scanning path. But there is a problem that some area along scanning path can show too bright result in halftoning using random space filling curve. In this paper, we analyzed cause of problem and proposed single pixel error diffusion as a solution method. This method can avoid over-accumulated error and show better result in halftoning.

• Proceedings of the Computational Structural Engineering Institute Conference
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• 2009.04a
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• pp.492-495
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• 2009

본 논문에서는 유한대판법(Finite Strip Method, FSM)을 이용하여 복합재료로 구성된 박판구조물의 좌굴해석을 수행하였다. 유한대판법에서의 변위장은 정현곡선으로 구성된 X방향 성분과 여현곡선의 Y방향 성분으로 구성되어 있는 면내성분, 면외성분으로 횡방향으로 3차 다항식과 보 진동함수를 사용하여 구성되었다. 각 적층판의 강성을 두께방향으로 적분하여 전체 강성을 구하고 최소 포텐셜 에너지 이론을 사용하여 구한 평형방정식에 대입하여 전체 강성행렬을 구하였다. 자유도의 감소로 인한 해석시간의 단축, 입력자료 작성 및 출력이 쉬운 점들이 유한대판법을 이용한 좌굴해석의 장점이다.

• Journal of the Korean Society of Propulsion Engineers
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• v.7 no.2
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• pp.36-43
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• 2003

The analytic solution of radial displacements of thin cylindrical pressure vessel with carbon fiber T700/Epoxy orthotropic composites was obtained using equilibrium equations of the orthogonal curvilinear coordinate system. The governing equations with the simplified strain versus displacement relation of 3-dimensional curvilinear coordinate system were derived from the variational principle and the virtual work principle. Some theoretical analyses were presented and compared with the results of hydraulic tests for the pressure vessels with some various thicknesses. The results of the theoretical analysis and the hydraulic test were reasonably matched.

• Proceedings of the Korean Society of Precision Engineering Conference
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• 1993.10a
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• pp.47-51
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• 1993

볼랜딩 하는 것은 모든제품의 다양한 형상을 얻어내는데 필수적이라 할 수 있다. 여기에서는 볼랜딩하는 방법에 있어서 형상의 변화가 쉽고 간결하게 할 수 있는 새로운 방법으로서 교차곡선을 구한 후 교차곡선을 따라가며 꼬이지 않는 평면을 설정하여 작업자에 의하여 주어지는 반경과 조정점의 위치를 조정하는 방법으로 볼랜딩하는 방법을 제시한다. 본 논문에서는 자유곡면과 자유곡면의 볼렌딩,자유곡면과 다면체곡면의 볼랜딩하는 방법을 제시한다.

• Proceedings of the Korea Water Resources Association Conference
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• 2008.05a
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• pp.249-253
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• 2008

최근 국내에서 사용되고 있는 격자분포형 강우-유출 모형 $Vflo^{TM}$을 실무에 효율적으로 적용하기 위하여 매개변수값의 결정과 그 민감도를 분석하고, 중랑천 유역의 토지이용 및 지형특성을 고려한 적정 크기의 격자에 대한 연구를 수행하였다. 연구대상유역으로는 토지이용현황이 상이한 중랑천 상류(자연유역), 우이천(복합유역) 및 청계천(도시유역) 유역을 선택하였다. $2003{\sim}2006$년까지 5개 호우사상의 실측자료로부터 매개변수값의 최적화를 실시하였으며 수치모의된 결과로 부터 조도계수, 투수계수, 초기함수비 등의 매개변수에 의한 계산치의 민감도를 분석하였다. 검토결과 지표면 조도계수가 가장 예민했으며, Green-Ampt식에 적용되는 투수계수의 영향이 큰 것으로 분석되었다. 또한, 수문학적 지형특성 반영을 위한 적정 격자크기는 자연유역(중랑천 상류)과 복합유역(우이천)에서는 100과 200 m에서 관측 유출수문곡선과 대체로 일치하나, 격자크기가 300 m에서는 지형특성을 반영하지 못해 유출수문곡선이 왜곡되는 경향을 나타내어 불투수율 80% 이하인 자연 및 복합유역에서는 DEM 격자크기를 $200{\sim}300\;m$이하로 적용하는 것이 적정하다고 판단된다.

• Proceedings of the Materials Research Society of Korea Conference
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• 2012.05a
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• pp.103.2-103.2
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• 2012

알루미늄기지 복합재료는 낮은 밀도, 높은 비강도, 우수한 강성을 가지고 있어서 수송기기용 경량소재로서 적용 가능하다. 강화재를 외부에서 주입하는 ex-situ 법에 비하여 화학반응에 의하여 강화상이 생성되는 in-situ 법은 기지와 강화상의 계면 특성이 우수하다. In-situ 주조법으로 제조한 알루미늄기지 복합재료는 여러 형태로 가공하기 위하여 압출, 열간압연 등의 공정을 거치게 되므로 열간가공성에 대한 이해가 필요하다. 이 연구에서는 고온압축시험을 이용하여 in-situ $Al/TiC_p$ 복합재료의 열간가공성을 평가하였다. 고온유동곡선으로부터 변형률속도민감도를 구하였으며 Dynamic Material Model을 이용하여 efficiency of power dissipation을 표현하는 공정지도를 작성하였다. 또한 변형 조건에 따른 미세조직 발달 거동을 조사하였으며 이로부터 각 변형 구간에 대한 변형기구를 도출하였다. 이로부터 알루미늄기지 복합재료의 열간가공성에 미치는 강화상의 영향을 고찰하였다.

• Journal of the Korean Society for Nondestructive Testing
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• v.19 no.6
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• pp.439-447
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• 1999

One of the problems for practical use of fiber-reinforced plastics is the performance degradation by fatigue damage in the joints. The study is to develop a nondestructive technique for real-time evaluation of adhesively bonded composite-metal joints. From the prior study we confirmed that the bonding strength can be estimated from the correlation between the qualify of bonded parts and AUP's. We obtained a curve showing the correlation between the degree of fatigue damage and AUP's calculated from signals acquired during fatigue loading of single-lap and double-lap joints of CFRP and Al6061. The curve is an analogy to the one showing stiffness reduction ($E/E_o$) of polymer matrix composites by fatigue damage. From those facts, it is plausible to predict the degree of fatigue damage in real-time. Amplitude and AUP2 appeared to be optimal parameters to provide more reliable results for single-lap joints whereas Amplitude and AUP2 did for double-lap joints. It is recommended to select optimal parameters for different geometries in the application for real structures.