• 제목/요약/키워드: Rational Design Modification

검색결과 21건 처리시간 0.025초

세장비가 큰 직사각컵 다단계 성형공정의 합리적 금형설계 변경 (Rational Design Modification in a Multi-stage Rectangular Cup Drawing Process with the Large Aspect Ratio)

  • 김세호;김승호;허훈
    • 한국소성가공학회:학술대회논문집
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    • 한국소성가공학회 2000년도 추계학술대회 논문집
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    • pp.105-108
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    • 2000
  • Finite element analysis of a multi-stage deep drawing process is carried out for the die design of rectangular cup drawing with the large aspect ratio. Simulation is performed for thorough investigation of unfavorable mechanisms in the initial design. The analysis reveals that the difference of the drawing ratio and the irregular contact condition produces non-uniform metal flow to cause wrinkling and severe extension. In this paper, the modification guideline is proposed in the design of the process and the tool shape. The analysis result confirms that the modified design not only improves the quality of a deep-drawn product but also reduces the possibility of failure.

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접합부 회전능력에 기초한 철골모멘트골조의 반응수정계수 산정법 (Rational Evaluation of Seismic Response Modification Factor of Steel Moment Frame Based on Available Connection Rotation Capacity)

  • 이철호;김건우;송진규
    • 한국지진공학회논문집
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    • 제11권2호
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    • pp.11-17
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    • 2007
  • 현행 내진설계에서 반응수정계수는 탄성 밑면전단력을 저감하여 설계하중 수준을 정의하기 위한 주요 계수로 사용되고 있다. 이제까지 반응수정계수는 공학자들의 경험적인 합의에 의하여 정성적으로 설계기준에 반영하고 있다. 구조시스템에서 반응수정계수와 접합부의 가용 회전능력은 매우 밀접한 관계가 있으며, 본 논문에서는 이러한 접합부의 회전능력과 비선형 푸쉬오버 해석에 기초하여 반응수정계수를 평가하는 방법을 제시하였다. 이를 검증하기 위하여 IBC 2000에 따라 설계된 R3S 골조를 대상으로 제안 방법을 적용하였다. 또한, 다양한 지진파에 대한 비선형 시간이력 해석을 병행하여 가용 회전능력에 의거하여 산정된 반응수정계수의 타당성을 평가한 결과, 본 제안방법에 따라 정의된 반응수정계수가 충분히 보수적임을 확인하였다.

부착파괴를 고려한 Headed Reinforcement의 파괴메카니즘 (Failure Mechanism of Headed Reinforcement including Bond Failure)

  • 박종욱;홍성걸
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2003년도 가을 학술발표회 논문집
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    • pp.234-237
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    • 2003
  • Previous researches about headed reinforcement have not been concerned about bond failure which is quite important is some cases. In this paper, failure mechanism including bond failure was presented in order to define the contribution of bond stress at the time failure occurs. Examined with design codes and test results, it is proved to be rational to consider the contribution of bond stress in determining the ultimate pull-out capacity of headed reinforcement. Direct adaptation of design code for anchor bolt without modification for the contribution of bond stress will lead to underestimate the capacity of headed reinforcement.

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유한수심(有限水深)에서의 선형계획(線型計劃) (A Study on the Characteristics of wave Resistance and Hull Form obtained at Finte Water Depth)

  • 김효철;서정천
    • 대한조선학회지
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    • 제17권1호
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    • pp.19-24
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    • 1980
  • From the singularity distribution which obtained by minimum wave resistance condition, optimum hull form is obtained by stream line trancing method as Inui and Pien did. Thus obtained hull form has a extruded bottom along a keel line. Therefore the hull form must be modified to have flat bottom. This modification process is conducted by putting a fictitious bottom. It is found out that the wave resistance does not significantly alter at design speed even though the hull form has remarkably changed at the bottom. Therefore flattening the bottom by the effect of depth may be more rational for practical hull form design than ordinary manual hull-form modification.

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자유곡선의 모델링기능을 활용한 대화식 수퍼요트 프로파일 설계시스템 개발 (An Interactive Design System for Construction of Superyacht Profiles based on Freeform Curve Functionality)

  • 남종호;김동함
    • 한국해양공학회지
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    • 제22권2호
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    • pp.78-84
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    • 2008
  • As a preliminary step to build a complete superyacht hull design program, the development of superyacht profile design system is introduced. The two-dimensional hull profile is decomposed into four local zones depending upon the functionality and connecting continuity of the profile. Characteristics of each zone are investigated and used to generate the model describing the geometric shape of zone using freeform curves. A set of design parameters is derived from the established geometric model. Generation and modification of a model are is by manipulating the chosen parameters. Four zones designed are integrated to form a final profile. An interactive design system performing all the modeling and modification processes is implemented using the graphic user interface system based an Microsoft Foundation Class and OpenCASCADE, a open graphic library. The shapes of the profiles generated by the developed design system are verified with those of built superyachts. The developed design system will be used for the construction of three-dimensional superyacht hull modeling system.

종모양 분포 변환함수를 이용한 선형최적화 기법에 관한 연구 (Hull Form Optimization by Modification Function of Bell-shaped Distribution)

  • 최희종;김희정;전호환;정광효
    • 대한조선학회논문집
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    • 제43권5호
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    • pp.550-559
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    • 2006
  • A design procedure for a ship with minimum total resistance was developed using a numerical optimization method called SQP(Sequential Quadratic Programming) and a CFD technique based on the Rankine source panel method with the nonlinear free surface boundary conditions. During the whole optimization process the geometry of the hull shape was represented based on the NURBS(Non-uniform rational B-spline) technique and the modification of the hull shape was controlled using the Bell-shaped distribution function to keep the fairness of the hull shape before and after the hull modification. The numerical analysis was carried out using 4000TEU container ship in the towing tank facility installed in the Pusan national university to know the validity of the developed algorithm for this study. As the results of the numerical analysis it proved that the resistance of the optimized hull is conspicuously reduced in comparison with the original hull in a wave-making resistance point of view.

고속 Ro-Pax선형의 조파저항성능 향상을 위한 최적 선형설계에 관한 연구 (Study for Optimal Hull Form Design of a High Speed Ro-Pax Ship on Wave-making Resistance Performance)

  • 박동우;최희종
    • 한국항해항만학회지
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    • 제36권10호
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    • pp.787-793
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    • 2012
  • 최적화기법과 선형변환 자동화기법을 도입하여 고속 중형 Ro-Pax선박의 조파저항성능을 향상시킬 수 있는 선형설계방법에 대하여 연구하였다. 최적화기법으로는 SQP(sequential quadratic programming)을 적용하였으며, 선형변환 자동화기법으로는 NURBS(Non-Uniform Rational B-Spline)기법을 적용하였다. 목적함수인 선박의 조파저항성능을 예측하기 위하여 비선형 자유수면 경계조건과 선체의 침하량을 고려한 비점성 유동 해석 기법인 패널법을 적용하였다. 기준선형에 대하여 선형최적화를 수행하였으며 그 결과로 도출된 최적선형에 대하여 모형선을 제작하여 모형시험을 수행하였다. 기준선형과 최적선형에 대한 수치해석을 수행하여 얻은 결과와 최적선형에 대한 모형시험을 수행하여 얻은 결과를 서로 비교하였다.

사출성형 제품의 지식형 설계시스템 연구 (Knowledge-based synthesis system for injection molding)

  • 김상국
    • 제어로봇시스템학회:학술대회논문집
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    • 제어로봇시스템학회 1986년도 한국자동제어학술회의논문집; 한국과학기술대학, 충남; 17-18 Oct. 1986
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    • pp.431-436
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    • 1986
  • The design and manufacture of injection molded polymeic parts with desired mechanical properties is a costly process dominated by empiricism, including the modification of actual tooling. This paper presents an interactive computer-based design system for injection molded plastic parts. This knowledge-based synthesis system provides a rational design strategy for injection molding and molded parts. It synergistically combines a rule-based expert system for hurestic knowledge with analytical process simulation programs. The theremomechanical properties of a molded part such as the effect of molecular orientation and weldline strength are predicted by the analysis programs; while the expert system interprets the analytical results from the process simulation, evaluates the design, and generates recommendations for optimal design alternatives. The heuristic knowledge of injection molding is formalized as production rules of the expert consultation system.

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CAE기술응용 사출성형기어 설계에 관한 연구 (A Study on Design Analysis for Injection-Molded Gear)

  • 허용정
    • 한국산학기술학회:학술대회논문집
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    • 한국산학기술학회 2001년도 추계산학기술 심포지엄 및 학술대회 발표논문집
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    • pp.135-138
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    • 2001
  • 본 연구는 플라스틱 기어의 3차원 모델링과 성형성 해석을 통하여 합리적인 설계방안을 제시하려는 것이다. 사출기어의 복잡한 형상을 효율적으로 모델링하기 위해 3차원 솔리드 모델링 기법이 사용되었고 설계된 기어의 성형성을 해석하기 위해 유동해석 프로그램이 사용되었다. 이러한 방법을 통하여 설계의 납기 단축이 가능하게 되며 아울러 성형성을 고려한 설계를 수행할 수 있다.

An assessment of code designed, torsionally stiff, asymmetric steel buildings under strong earthquake excitations

  • Kyrkos, M.T.;Anagnostopoulos, S.A.
    • Earthquakes and Structures
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    • 제2권2호
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    • pp.109-126
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    • 2011
  • The inelastic earthquake response of non-symmetric, braced steel buildings, designed according to the EC3 (steel structures) and EC8 (earthquake resistant design) codes, is investigated using 1, 3 and 5-story models, subjected to a set of 10, two-component, semi-artificial motions, generated to match the design spectrum. It is found that in these buildings, the so-called "flexible" edge frames exhibit higher ductility demands and interstory drifts than the "stiff" edge frames. We note that the same results were reported in an earlier study for reinforced concrete buildings and are the opposite of what was predicted in several other studies based on the over simplified, hence very popular, one-story, shear-beam type models. The substantial differences in such demands between the two sides suggest a need for reassessment of the pertinent code provisions. In a follow up paper, a design modification will be introduced that can lead to a more uniform distribution of ductility demands in the elements of all building edges. This investigation is another step towards more rational design of non-symmetric steel buildings.