• 제목/요약/키워드: Optimal Layout Design

검색결과 190건 처리시간 0.028초

스템핑 공정 최적화 시스템의 개발 : 최적블랭크 설계와 최적배치의 일체화 (Development of Stamping Process Optimization System: Integration of Optimal Blank Design and Optimal Nesting)

  • 심현보;이상헌;박종규;김흥업
    • 한국소성가공학회:학술대회논문집
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    • 한국소성가공학회 2003년도 춘계학술대회논문집
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    • pp.283-287
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    • 2003
  • In recent years, design of an optimal blank shape is very important for sheet metal forming process in the automobile industry because the raw material cost rate is significant part in the automobile industry. With the design of an optimal blank shape, the engineer can protect a blank from an excessive holding force to improve the quality and reduce the ratio of material scrap. Therefore design of an optimal blank shape is inevitable in sheet metal forming process. However, if it causes a complicated shape of blank, it may be difficult to do the blank layout optimally. In this study, we developed software of optimal blank layout connected with the software of optimal blank shape design which was created in the past by the present authors. And by using these softwares, we would like to present the method in order to get optimal utilization ratio easily and precisely within short time for the sequence of works from design to blank layout.

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우수관망의 첨두유출량 감소를 위한 최적설계모형의 개발 (Development of an Optimal Sewer Layout Model to Reduce Peak Outflows in Sewer Networks)

  • 이정호;박정훈;장동일;전환돈;김중훈
    • 한국수자원학회:학술대회논문집
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    • 한국수자원학회 2008년도 학술발표회 논문집
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    • pp.485-489
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    • 2008
  • To achieve the optimal sewer layout design, most developed models are designed to determine pipe diameter, slope and overall layout in order to minimize the least cost for the design rainfall. However, these models are not capable of considering the superposition effect of runoff hydrographs entering each junction. The suggested Optimal Sewer Layout Model (OSLM) is designed to control flows and distribute the node inflows while taking into consideration the superposition effect for reducing the inundation risk from the sewer pipes. The suggested model used the genetic algorithm to determine the optimal layout, which was connected to the SWMM (Storm Water Management Model) for the calculation of the hydraulic analysis. The suggested model was applied to an urban watershed of 35 ha, which is located in Seoul, Korea. By using the suggested model, several rainfall events, including the design rainfall and excessive rainfalls, were used to generate runoff hydrographs from a modified sewer layout. By the results, the peak outflows at the outlet were decreased and the overflows were also reduced.

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위성 구성품의 3차원 최적 배치 설계 (3D Optimal Layout Design of Satellite Equipment)

  • 염승용;김홍래;장영근
    • 한국항공우주학회지
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    • 제43권10호
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    • pp.875-887
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    • 2015
  • 최적 배치 설계는 다양한 산업분야에서 활용되고 있다. 우주분야인 위성 플랫폼에서도 제한된 공간 내에서 기계적, 열적, 전기적 인터페이스를 고려한 구성품 배치가 가능하도록 최적 배치 설계가 요구된다. 최적 배치 설계를 통해 합리적인 수준에서 최소화된 위성 플랫폼의 관성모멘트는 위성의 효율적인 자세제어 및 신속한 기동을 가능하게 하며, 위성의 임무성능을 향상시키는데 도움을 준다. 이를 위해 본 논문에서는 육면체 구조의 위성 플랫폼을 기반으로 내부 구성품들이 서로 간섭이 없는 상태에서 위성의 관성모멘트와 구성품 간 발열로 인한 영향을 최소로 하는 3D 최적 배치 설계를 제안한다. 본 연구에서는 3D 최적 배치 설계를 위해 새로운 유전 알고리즘을 제안한다.

개선된 유전자 알고리즘을 이용한 최적 공간 배치 설계에 관한 연구 (A Study on the Optimal Facility Layout Design Using an Improved Genetic Algorithm)

  • 한성남;이규열;노명일
    • 한국CDE학회논문집
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    • 제6권3호
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    • pp.174-183
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    • 2001
  • This study proposes an improved genetic algorithm (GA) to derive solutions for facility layout problems having inner walls and passages. The proposed algorithm models the layout of facilities on a flour-segmented chromosome. Improved solutions are produced by employing genetic operations known as selection, crossover, inversion, mutation, and refinement of these genes for successive generations. All relationships between the facilities and passages are represented as an adjacency graph. The shortest path and distance between two facilities are calculated using Dijkstra's algorithm of graph theory. Comparative testing shows that the proposed algorithm performs better than other existing algorithm for the optimal facility layout design. Finally, the proposed algorithm is applied to ship compartment layout problems with the computational results compared to an actual ship compartment layout.

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불규칙 진동하중을 받는 쇽 타워의 피로수명을 고려한 점용접 위치 최적설계 (A Study on Optimal Spot-weld Layout Design of the Shock Tower Structure Considering Fatigue Life under Random Vibration Load)

  • 이용훈;이승윤;배복수;임홍재
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2011년도 춘계학술대회 논문집
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    • pp.538-543
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    • 2011
  • In this paper, optimal spot weld layout design of the shock tower structure is performed for increasing fatigue life of spot weld and fatigue life of shock tower simultaneously. To predict the fatigue life, linear static analysis is conducted then fatigue analysis is performed by applying random vibration load. To optimize the spot weld layout, design variables that have an effect on spot weld fatigue life are selected. Based on the DOE table, spot weld fatigue analysis is conducted. Finally, response surface model is made from fatigue analysis results and optimized spot weld layout model which increases fatigue life of sport weld and fatigue life of shock tower is determined.

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사출성형 해석과 선호함수법에 기초한 자동차 TCU 커넥터 커버의 금형 레이아웃 및 보압의 최적 설계 (Optimal Design of Mold Layout and Packing Pressure for Automobile TCU Connector Cover Based on Injection Molding Analysis and Desirability Function Method)

  • 박종천;유만준
    • 한국기계가공학회지
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    • 제19권9호
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    • pp.1-8
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    • 2020
  • In this study, the optimal design of the multi-cavity mold layout and packing pressure for the automobile TCU connector cover is determined based on the injection molding analysis and the desirability function method for multi-characteristic optimization. The design characteristics to be optimized are the warpage and sink marks of the product, the scrap of the feed system, and the clamping force. The optimal design is determined by performing injection molding analysis and desirability analysis for design alternatives defined by a complete combination of five mold layouts and six-level packing pressure. The optimal design shows that the desirability values for individual characteristics are quite high and balanced, and the resulting values of individual characteristics are satisfactorily low.

불규칙 진동하중을 받는 쇽 타워의 피로수명을 고려한 점용접 위치 최적설계 (A Study on an Optimal Spot-weld Layout Design for a Shock Tower Structure Considering the Fatigue Life under Random Vibration Loads)

  • 이용훈;이승윤;배복수;이상범;임홍재
    • 한국소음진동공학회논문집
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    • 제21권9호
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    • pp.798-804
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    • 2011
  • In this paper, optimal spot weld layout design for a shock tower structure is presented. This design increases the fatigue life of the spot-welds thereby increasing the fatigue life of the shock tower itself. In order to predict the fatigue life, a quasi-static analysis has been conducted then a fatigue analysis was performed through the application of random vibration loads. In order to optimize the spot weld layout, the design variables that have an effect on the spot weld fatigue life were determined. A spot weld fatigue analysis was then conducted based on the experiment design. Finally, a response surface model was made using the fatigue analysis results and an optimized spot weld layout model, one that increases the fatigue life of the spot welds and thereby the fatigue life of the shock tower, was developed.

진동특성 및 측면충돌 성능을 고려한 차체의 점용접 치수 최적화 연구 (A Study on Optimal Spot-weld Layout Design of the Vehicle Body Structure Considering Vibration and Side Impact)

  • 신경호;이준영;박홍익;임홍재
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2012년도 추계학술대회 논문집
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    • pp.750-755
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    • 2012
  • In this study we conduct the optimal spot-weld layout design of vehicle body structure considering dynamic stiffness and side impact. We conduct both linear static analysis and nonlinear analysis with a baseline model to verify the process. 13 design variables will be selected for the effect analysis. Then, topology optimization is conducted to each selected design variable. The design constraints are formulated to improve the dynamic stiffness and side impact performance. Objective function is to set the density of weld component. Optimal spot-weld layout design are compared with the baseline model to show the improvement.

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프리스트레스트 콘크리트 박스 거더 교량의 최적 설계에 관한 연구 (A Study on the Optimal Design of Prestressed Concrete Box Girder Bridges)

  • 노금래;윤희택;박선규
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 1999년도 봄 학술발표회 논문집(I)
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    • pp.251-256
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    • 1999
  • In the preliminary design stage of Prestressed Concrete (PSC) Box Girder Bridges, the design factors(including depth, thickness of web, and jacking force) decided by inexperience designer could heavily affect the final design factors. So there is a possibility that the design ends up with an excessively wasteful design. To aim at an economical design with preventing an excessive design, the optimal design program has been developed by using ADS optimal program and SPCFRAME(PSC Bridge analysis program) in these studies. The optimal design program automatically calculates economically optimized design studies. The optimal design program automatically calculates economically optimized design factors by introducing the optimal design techniques of PSC box girder bridge design. The objective function for optimal design is material cost of box girder and constrained functions are constituted with design specifications and workability. The optimal design techniques used the Sequential Unconstraint Minimization Technique (SUMT) with performing the optimal design program. In this study, We designed unprismatic section bridge and prismatic section bridge in the same design condition by optimal design program developed in this study. By analyzing the results we suggested the practical form of tendon's layout comparing the optimal desingns on the basis of each tendon's layout.

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Optimal Design of Tall Residential Building with RC Shear Wall and with Rectangular Layout

  • Jinjie, Men;Qingxuan, Shi;Zhijian, He
    • 국제초고층학회논문집
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    • 제3권4호
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    • pp.285-296
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    • 2014
  • The objective of optimization is to present a design process that minimizes the total material consumption while satisfying current codes and specifications. In the research an optimization formulation for RC shear wall structures is proposed. And based on conceptual design methodology, an optimization process is investigated. Then optimal design techniques and specific explanations are introduced for residential buildings with shear wall structure, especially for that with a rectangular layout. An example of 30-story building is presented to illustrate the effectiveness of the proposed optimal design process. Furthermore, the influence of aspect ratio on the concrete consumption and the steel consumption of the superstructure are analyzed for this typical RC shear wall structure; and their relations are obtained by regressive analysis. Finally, the optimal material consumption is suggested for the residential building with RC shear wall structure and with rectangular layout. The relation and the data suggested can be used for guiding the design of similar RC shear wall structures.