• 대한기계학회논문집 C: 기술과 교육
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• 제3권2호
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• pp.141-148
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• 2015

본 연구에서는 진공 차단기(Vacuum circuit breaker)의 동적 특성을 모사하기 위해 리커다인을 이용한 다물체 동역학 해석 모델이 개발 되었다. 진공 차단기는 VI(Vacuum interrupter)를 포함한 3 개의 주회로 부와, 구동 메커니즘을 포함한 기구부로 구성된다. 이 해석적 모델의 검증을 위해, 해석 결과와 실측을 통한 실험적 결과를 비교 하였다. 일반적으로, 원활한 사고 전류 차단을 위해서는 0.9~1.1m/s 의 차단속도(Opening velocity)가 필요하다. 차단 속도의 향상을 위해, 다구찌 기법을 이용하여 진공 차단기의 설계 변수 최적화를 수행하였다. 또한 향상된 차단기의 동적 특성을 검증하기 위해, 해석 결과와 개선된 샘플의 실험적 결과를 비교 분석 하였다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1996년도 봄 학술발표회 논문집
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• pp.253-257
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• 1996

A basic assumption in the current design and analysis of reinforced concrete(RC) box structures, which are constructed by the open cut and fill method, is that the displacements and forces are uniform in the longitudinal direction of the structure. The solution may be therefore obtatined from the analysis of a unit wide strip along longitudinal axis. This strip is said to be in a plane strain condition, meaning that the out of plane deformations are vanished. The current design of box structure is carried out by the result of planar frame model for the sake of simplicity. The purpose of this study is to show more rational design method of box culverts considering a rigid zone of corner joints. The current analysis of box structures will be compared with the plane strain analysis as well as 3-d shell model. Reinforcement quantity is also determined to resist the tensile force in corner joints of box structures using strut-tie model which has been developed through the elastic analysis.

• Earthquakes and Structures
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• 제10권4호
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• pp.735-755
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• 2016

This article presents a proposed analytical methodology to determine seismic force-resisting system R-values for steel diagrid framed systems. As current model building codes do not explicitly address the seismic design performance factors for this new and emerging structural system, the purpose of this study is to provide a sound and reliable basis for defining such seismic design parameters. An approach and methodology for the reliable determination of seismic performance factors for use in the design of steel diagrid framed structural systems is proposed. The recommended methodology is based on current state-of-the-art and state-of-the practice methods including structural nonlinear dynamic analysis techniques, testing data requirements, building code design procedures and earthquake ground motion characterization. In determining appropriate seismic performance factors (R, ${\Omega}_O$, $C_d$) for new archetypical building structural systems, the methodology defines acceptably low values of probability against collapse under maximum considered earthquake ground shaking.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2009년도 세계 도시지반공학 심포지엄
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• pp.793-808
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• 2009

This paper presents procedure and prediction method of internal and external stabilities when designing D.C.M, with main factors to be considered, such as chemical reaction of additive, physical properties of stabilized body and mixing strength. Results show that through case studies, a design unconfined compressive strength of stabilized body (hereafter referred to as 'compressive strength') directly depends on the quantity of cement, which is decided by laboratory test, and the compressive strength enormously affects internal and external stabilities. So laboratory mixing test to obtain the compressive strength for design allowable stress should be given careful considerations.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2012년도 춘계학술대회 논문집
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• pp.361-366
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• 2012

In this paper, we propose the efficient technique that reduces the number of spot-welds and increases the structural rigidity by using the topology optimization technique. Eigen value analysis is used to evaluate the rigidity of the optimized model. As a first step, the topology optimization is performed to find optimal spot-weld distributions. In this study, the design objective is to maximize the weighted frequencies. The volume fractions of the weld components are used as design constraints, and also the densities of each element in the individual design space are used as design variables. And then, to consider the possibility of spot-weld failure, the contribution rate analysis was performed by using the orthogonal array method of DOE. The spot-welds in the rear panel part are reinforced according to estimation results of the contribution rate analysis. Finally, we obtained optimized spot-weld layout model which has the reduced number of spot-welds and the improved dynamic stiffness.

• Advances in aircraft and spacecraft science
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• 제3권4호
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• pp.427-445
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• 2016

Star sensors are the attitude estimation sensors of the satellite orbiting in its path. It gives information to the control station on the earth about where the satellite is heading towards. It captures the images of a predetermined reference star. By comparing this image with that of the one captured from the earth, exact position of the satellite is determined. In the process of imaging, stray lights are eliminated from reaching the optic lens by the mechanical enclosures of the star sensors called Baffles. Research in space domain in the last few years is mainly focused on increased payload capacity and reduction in launch cost. In this paper, a star sensor baffle made of Aluminium is considered for the study. In order to minimize the component weight, material wastage and to improve the structural performance, an alternate material to Aluminium is investigated. Carbon Fiber Reinforced Polymer is found to be a better substitute in this regard. Design optimisation studies are carried out by adopting suitable design modifications like implementing an additional L-shaped flange, Upward flange projections, downward flange projections etc. A better configuration of the baffle, satisfying the design requirements and achieving manufacturing feasibility is attained. Geometrical modeling of the baffle is done by using UNIGRAPHICS-Nx7.5(R). Structural behavior of the baffle is analysed by FE analysis such as normal mode analysis, linear static analysis, and linear buckling analysis using MSC/PATRAN(R), MSC-NASTRAN(R) as the solver to validate the stiffness, strength and stability requirements respectively. Effect of the layup sequence and the fiber orientation angle of the composite layup on the stiffness are also studied.

• Earthquakes and Structures
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• 제16권2호
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• pp.141-148
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• 2019

In this study, a well-established model and a new simplified version of it, that help avoid collapses in reinforced concrete structures during strong earthquakes, are presented and discussed. Using this model, the initial formation of plastic hinges and the final concentration of the damages only in beams are accurately assured. The model also assures that the columns and the beam-column joints can remain intact. This model can be applied for the design of modern R/C structures, as well as for the design of strengthening schemes of old R/C structures by the use of reinforced concrete jackets. The model can also predict the form of earthquake damages in old structures but also earthquake damages in the modern structures.

• Structural Engineering and Mechanics
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• 제7권6호
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• pp.589-599
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• 1999

This paper presents the development and applications of the software package JIFEX, a new finite element system which can be used for structural analysis and optimum design by the modern computer hardware and software technologies such as MS Windows95/NT and Pentium PC platforms. The complete system of JIFEX is programmed with $C/C^{++}$ language to make full use of advanced facilities of MS Windows95/NT. In the system, the finite element data pre-processing, based on the most popular CAD package AutoCAD (R13, R14), has been implemented, so that the finite element modeling could be integrated with geometric modeling of CAD. The system not only has interactive graphics facility for data post-processing, but also realizes the real-time computing visualization by means of the Dynamic Data Exchange (DDE) technique. Running on the Pentium computers, JIFEX can solve large-scale finite element analysis problems such as the ones with more than 60000 nodes in the finite element model.

• 대한토목학회논문집
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• 제8권2호
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• pp.51-58
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• 1988

철근(鐵筋)콘크리트 설계(設計)를 위하여 강복선이론(降伏線理論)을 이용하는 경우에는 강복선(降伏線)을 따라서 발생(發生)하는 과도(過度)한 모멘트분배(分配)로 인하여 국부적(局部的)인 파괴(破壞)가 일어날 수 있다. 주열대(柱列帶)의 중간대(中間帶)의 소성저항(塑性抵抗)모멘트를 하나의 매개변수(媒介變數)를 이용하여 다르게 취하므로써 이러한 국부적(局部的) 파괴(破壞)를 줄일 수 있는 강복선이론(降伏線理論)에 의한 해석공식(解析公式)이 제안(提案)되었다. 또한 강복선이론(降伏線理論)에 의한 해석공식(解析公式)에 포함되어 있는 여러 가지 매개변수(媒介變數)들의 이상적(理想的)인 값을 제안(提案)하므로써 강복선법(降伏線法)에 의한 철근(鐵筋)콘크리트 슬래브의 설계(設計)를 보다 용이하고 합리적(合理的)으로 실시할 수 있게 하였다.

• 한국산학기술학회논문지
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• 제18권7호
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• pp.310-315
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• 2017

자동차용 방수커넥터는 외부로부터 방수가 필요한 전장부품인 와이어 하네스(Wire Harness)에 연결되어 있는 핵심기능부품이며 특히 와이어씰(Wire Seal) 부품은 고온, 다습, 저온, 먼지, 약품 등의 복합적 환경에서도 체결부 기밀성이 확보되어야 한다. 이러한 와이어씰은 최근 기존의 고상실리콘고무(Heat Cure Rubber)대신 친환경 소재이며 기계적 특성이 우수한 액상실리콘고무(LSR)를 적용하고 있다. 그리고 LSR용 와이어씰을 액상사출성형(Liquid Injection Molding)공정으로 제조할 경우 고상실리콘고무를 제조 하긴 위한 압축성형방식에 비해 사이클타임이 10배이상 빠르고 스크랩이 발생하지 않아 재료의 손실이 없으며 가류 및 생산을 위한 전후처리 과정이 필요 없기 때문에 원가 절감효과가 큰 이점이 있다. 하지만, 방수커넥터를 제조하기 위한 LSR 다캐비티 사출성형공정에서는 일정한 품질의 제품을 확보하기 위하여 캐비티간 균일한 경화온도를 유지하는 것이 중요하다. 본 연구에서는 캐비티간 온도 편차를 최소화 하기 위하여 카트리지 히터의 용량을 위치마다 다르게 설계한 후 열전달 해석과 최적화 모듈을 연계하여 최적의 카트리지 히터 용량을 빠르고 효율적으로 도출하였다. 최적화 해석결과 일정한 히터 용량을 적용한 경우에 비하여 캐비티간 온도 편차는 $13.1^{\circ}C$에서 $8.1^{\circ}C$로 감소 시켜 균일 경화를 위한 온도 편차 $10^{\circ}C$ 이내인 설계 기준을 만족시킬 수 있었다.