• 제목/요약/키워드: curvature factor

검색결과 229건 처리시간 0.024초

리엔트런트 패널의 전면볼록성에 대한 정량적 해석

  • 허정민;이지환
    • EDISON SW 활용 경진대회 논문집
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    • 제5회(2016년)
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    • pp.228-233
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    • 2016
  • Auxetic material is a material which has negative Poisson's ratio(NPR). Auxetic material shows some distinctive property like high energy absorbing property and high shear modulus. Among these, synclastic curvature is very interesting characteristic. When synclastic-curvature-material bends, it changes its shape like dome, contrary to non-auxetic material which changes its shape like saddle(anticlastic). This distinctive property could make it easy to manufacture curved structure like nose cone or wing panel in aerospace engineering. In this study, we studied a quantitative analysis about synclastic curvature of re-entrant panel with finite element model. We suggested a concept 'Degree of Synclasticity(DOS)', which means a ratio of curvature of load-direction and load-orthogonal direction. We studied the variation of DOS with two factor, unit cell inner angle(${\theta}$) and load position angle(${\phi}$). DOS decreases as ${\theta}$ increases because the unit cell goes out of auxetic-shape. As ${\phi}$ varies, DOS changes in a large range. So proper optimization of ${\phi}$ would be needed for application.

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MULTI-OBJECTIVE OPTIMIZATION OF THE INNER REINFORCEMENT FOR A VEHICLE'S HOOD CONSIDERING STATIC STIFFNESS AND NATURAL FREQUENCY

  • Choi, S.H.;Kim, S.R.;Park, J.Y.;Han, S.Y.
    • International Journal of Automotive Technology
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    • 제8권3호
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    • pp.337-342
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    • 2007
  • A multi-objective optimization technique was implemented to obtain optimal topologies of the inner reinforcement for a vehicle's hood simultaneously considering the static stiffness of bending and torsion and natural frequency. In addition, a smoothing scheme was used to suppress the checkerboard patterns in the ESO method. Two models with different curvature were chosen in order to investigate the effect of curvature on the static stiffness and natural frequency of the inner reinforcement. A scale factor was employed to properly reflect the effect of each objective function. From several combinations of weighting factors, a Pareto-optimal topology solution was obtained. As the weighting factor for the elastic strain efficiency went from 1 to 0, the optimal topologies transmitted from the optimal topology of a static stiffness problem to that of a natural frequency problem. It was also found that the higher curvature model had a larger static stiffness and natural frequency than the lower curvature model. From the results, it is concluded that the ESO method with a smoothing scheme was effectively applied to topology optimization of the inner reinforcement of a vehicle's hood.

회귀분석을 활용한 비정형롤판재성형 공정의 형상 예측 (Shape Prediction of Flexibly-reconfigurable Roll Forming Using Regression Analysis)

  • 박지우;윤준석;김정;강범수
    • 소성∙가공
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    • 제25권3호
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    • pp.182-188
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    • 2016
  • Flexibly-reconfigurable roll forming (FRRF) is a novel sheet metal forming technology conducive to producing multi-curvature surfaces by controlling the strain distribution along longitudinal direction. In FRRF, a sheet metal is shaped into the desired curvature by using reconfigurable rollers and gaps between the rollers. As FRRF technology and equipment are under development, a simulation model corresponding to the physical FRRF would aid in investigating how the shape of a sheet varies with input parameters. To facilitate the investigation, the current study exploits regression analysis to construct a predictive model for the longitudinal curvature of the sheet. Variables considered as input parameters are sheet compression ratio, radius of curvature in the transverse direction, and initial blank width. Samples were generated by a three-level, three-factor full factorial design, and both convex and saddle curvatures are represented by a quadratic regression model with two-factor interactions. The fitted quadratic equations were verified numerically with R-squared values and root mean square errors.

실험적 연구를 통한 비정형롤판재성형 예측 모델 개발 (Development of Prediction Model for Flexibly-reconfigurable Roll Forming based on Experimental Study)

  • 박지우;길민규;윤준석;강범수;이경훈
    • 소성∙가공
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    • 제26권6호
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    • pp.341-347
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    • 2017
  • Flexibly-reconfigurable roll forming (FRRF) is a novel sheet metal forming technology conducive to produce multi-curvature surfaces by controlling strain distribution along longitudinal direction. Reconfigurable rollers could be arranged to implement a kind of punch die set. By utilizing these reconfigurable rollers, desired curved surface can be formed. In FRRF process, three-dimensional surface is formed from two-dimensional curve. Thus, it is difficult to predict the forming result. In this study, a regression analysis was suggested to construct a predictive model for a longitudinal curvature of FRRF process. To facilitate investigation, input parameters affecting the longitudinal curvature of FRRF were determined as maximum compression value, curvature radius in the transverse direction, and initial blank width. Three-factor three-level full factorial experimental design was utilized and 27 experiments using FRRF apparatus were performed to obtain sample data of the regression model. Regression analysis was carried out using experimental results as sample data. The model used for regression analysis was a quadratic nonlinear regression model. Determination factor and root mean square root error were calculated to confirm the conformity of this model. Through goodness of fit test, this regression predictive model was verified.

Damage assessment from curvature mode shape using unified particle swarm optimization

  • Nanda, Bharadwaj;Maity, Damodar;Maiti, Dipak Kumar
    • Structural Engineering and Mechanics
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    • 제52권2호
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    • pp.307-322
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    • 2014
  • A two-step procedure to detect and quantify damages in structures from changes in curvature mode shapes is presented here. In the first step the maximum difference in curvature mode shapes of the undamaged and damaged structure are used for visual identification of the damaged internal-substructure. In the next step, the identified substructures are searched using unified particle swarm optimization technique for exact identification of damage location and amount. Efficiency of the developed procedure is demonstrated using beam like structures. This methodology may be extended for identifying damages in general frame structures.

A FEM Analysis of Dynamic Behavior for a Slider with Curvature Effect

  • 임성근;임윤철
    • KSTLE International Journal
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    • 제5권2호
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    • pp.44-48
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    • 2004
  • A new type slider with optical components is going to be introduced on market for portalbe and high capacity disk drive, and it will show a great potential for high performance drive in the paper the dynamic behavior and static characteristics of silder for a small form factor optical disk drive have been investigated numerically by an in-house simulation code using FEM. A curvature effect is found when a slider is applied to a relatively small disk, which makes rolling characteristics worse due to the negative pressured generated at the air bearing surface because of the curvature of small disk diameter.

폭발하중을 받는 철근콘크리트 부재의 직접전단 파괴 및 휨 파괴 저항성능 평가를 위한 수치해석 모델 개발 (Numerical Model to Evaluate Resistance against Direct Shear Failure and Bending Failure of Reinforced Concrete Members Subjected to Blast Loading)

  • 주석준;곽효경
    • 한국전산구조공학회논문집
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    • 제34권6호
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    • pp.393-401
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    • 2021
  • 본 논문에서는 폭발하중을 받는 부재의 저항성능 평가를 위한 모멘트-곡률 관계 기반 수치해석 기법을 소개한다. 직접전단 파괴 모드를 고려하기 위하여 경험적인 직접전단응력-슬립양 관계를 기반으로 하는 무차원 스프링 요소를 도입하였다. 재료에 대해 정의된 동적증가계수 식을 바탕으로 단면의 모멘트-곡률 관계에 직접적으로 적용가능한 단면의 곡률 변화율에 따른 동적증가계수 식을 제작하였다. 또한 부착슬립의 영향을 고려하기 위하여 소성힌지영역 내에 등가 휨강성을 도입하였다. 제안된 수치해석 모델의 타당성 검증을 위하여 실험결과와의 비교연구를 수행하였으며, 단자유도계 모델의 해석결과와의 비교를 통해 본 수치해석 모델의 우수성을 확인하였다. P-I 선도를 제작하여 부재의 휨 파괴 및 직접전단 파괴에 대한 저항성능을 평가하였으며, 매개변수 연구를 수행하여 P-I 선도 및 저항성능의 변화를 확인하였다.

지진하중을 받는 철근콘크리트 교각의 연성도 상관관계 (Ductility Relationship of RC Bridge Columns under Seismic Loading)

  • 손혁수;이재훈
    • 한국지진공학회논문집
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    • 제7권4호
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    • pp.51-61
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    • 2003
  • 본 연구는 철근콘크리트 교각에 대한 새로운 내진설계법을 개발하기 위한 연구의 일환으로서, 축력과 함께 반복 횡하증을 받는 철근콘크리트 교각의 곡률연성도와 변위연성도의 상관관계를 분석하고 연성도 상관관계식을 제시함을 목적으로 한다. 이를 위하여, 반복하중을 받는 철근콘크리트 기둥의 횡하중-변위 포락곡선 실험결과를 비교적 정확하게 예측하며, 특히 변형능력 및 연성도에 대하여는 실험결과에 비하여 안전측의 결과를 제공하는 비선형해석 프로그램(NARCC)를 이용하였다. 해석의 대상 교각으로는, 단면지름, 형상비, 콘크리트 강도, 축방향철근 항복강도, 심부구속철근 항복강도, 축방향철근비, 축력비, 심부구속철근비 등을 주요변수로 하여, 총 7,200개의 철근콘크리트 나선철근 기둥 모델을 채택하였으며, 세 가지 항복변위의 기준을 적용하여 총 21,600개의 해석결과자료를 대상으로 상관관계를 분석하여 형상비를 주요변수로 한 곡률연성도와 변위연성도의 상관관계식을 제안하였다.

각진형과 아치형 눈썹메이크업의 평균변화율 및 곡률에 따른 형태구성의 중요요인 분석 (Analysis Of The Average Rate Of Change And Curvature According To The Type Of Angled And Arched Eyebrow Makeup)

  • 박정신;박동은
    • 패션비즈니스
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    • 제23권1호
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    • pp.116-126
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    • 2019
  • The purpose of this study is to objectify the shape of curvature and average change rate of angular and arched eyebrow makeup. The data for the analysis were the final 336 pieces for the cosmetology students in the whole country. SPSS 20.0 program was used for the collected data, frequency analysis, factor analysis, reliability analysis, and crossover analysis were performed. First, the frequency of the average change rate of eyebrow makeup (angular and arcuate) was analyzed. As a result, the eyebrows suitable for the angled type showed the highest level of 'A-2' and the arched eyebrows had the highest level of 'B-2'. Second, to analyze the important factors of eyebrow makeup, frequency of eyebrows was the most important, followed by the inclination of eyebrows and eyebrow tail. Third, factor analysis and reliability analysis were conducted to examine each dimension of eyebrow makeup perception, and it was derived from three factors including acceptability, aggressiveness, and playability. Fourth, in order to analyze the difference of important factors in the form of the standard eyebrow makeup, the cross - analysis was performed with chi - square test, and it was confirmed that the angular eyebrow makeup showed the most objectivity when the average change rate was 0.29 and the curvature was 0.67. Fifth, arcuate eyebrow makeup showed the most objectivity when the average change rate was 0.57 and curvature was 0.56. The results of this analysis can be used as objective data of aesthetic criteria when designing the eyebrow shape.

수치해석에 의한 연약지반 터널의 바닥부 곡률의 영향 분석 (The effect of curvature at the bottom of a soft ground tunnel by numerical analysis)

  • 유광호;김강산
    • 한국터널지하공간학회 논문집
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    • 제23권2호
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    • pp.107-118
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    • 2021
  • 도로건설의 가속화로 인해 매년 터널의 개소와 터널 연장이 증가하는 추세이다. 터널의 붕락에 관련된 연구는 많이 진행됐으나 바닥부 융기와 관련된 연구는 미흡한 실정이다. 따라서 본 연구에서는 연약지반에서 터널의 바닥부 곡률의 영향을 분석하고자 지반범용해석 프로그램을 이용하여 민감도 분석을 실시하였다. 그 결과 터널의 바닥부 곡률이 커질수록 지반조건 및 지보재 두께와 관계없이 안전율이 크게 산출되어 터널의 안정성이 증가됨을 정량적으로 확인하였다. 또한, 터널의 내공변위 및 숏크리트가 받는 최대 휨응력도 감소하여 터널의 안정성이 증대됨을 확인하였다. 따라서 연약지반에서 터널을 굴착할 경우 바닥부에 곡률을 적용하는 것이 터널의 안정성을 증대시킬 것으로 판단된다.