• 제목/요약/키워드: 3D Deformation

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증강현실 환경을 이용한 효율적인 물리기반 형상변형 기술 (An Effective Physics Based Deformation Technique Using Augmented Reality Environments)

  • 최한균;김현수;박민기;이관행
    • 한국HCI학회:학술대회논문집
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    • 한국HCI학회 2009년도 학술대회
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    • pp.90-93
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    • 2009
  • 물리기반 형상변형 기술은 게임 및 시뮬레이션과 같은 분야를 중심으로 점차 그 사용이 증가하는 추세이고 이에 대한 다양한 연구가 이루어지고 있다. 하지만 아직까지 3 차원 객체와 물리기반 변형기술간의 상호작용을 증대시키기 위한 연구는 원활이 이루어지지 않고 있다. 본 연구는 사용자의 몰입감을 증가시키고 변형의 효율성을 높이기 위해서 증강현실 환경을 이용한 물리기반 형상변형을 제안한다. 증강현실 환경 하의 시스템에서 3 차원 객체와 사용자의 효율적인 상호작용을 위해서는 물리기반 형상변형이 실시간으로 이루어져야 한다. 제안된 방법에서는, RBF(Radial Basis Function) [1] 와 LSM (Lattice Shape Matching) [2, 3]방법을 조합해서 메쉬 모델에 적용하였다. 또한, 물리기반 형상변형을 위해 lattice shape matching 의 동적 움직임을 계산하였다. 최종적으로, 이러한 방법들을 증강현실 환경 하에서 구현하였다.

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오스테나이트계 AISI304 스테인레스강판의 프레스 성형특성 (Press Formability of Austenitic AISI304 Stainless Steel)

  • 남재복;류도열;김영석
    • 소성∙가공
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    • 제3권1호
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    • pp.38-50
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    • 1994
  • Fundamental deformation mechanism and plastic behavior of AISI304 austenitic stainless steel were investigated to evaluate press formability. Local and uniform deformation capacity of AISI304 steel were compared to those of ferritic AISI430 steel and Al killed low carbon steel. Nine kinds of austenitic stainless steels having different austenite stabilities were made in laboratory scale to examine the transformation behavior in various deformation mode and variation of mechanical properties. Deformation path and strain distributions along edge corner of commercial sink die were illustrated and effect of austenite stability on press forming of sink die was clarified with experiments using square cup drawing tools.

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단조 베벨 기어의 탄성회복과 금형변형에 관한 연구 (A Study on the Elastic Deformation of Forged Bevel Gears and Die)

  • 김명곤;강우진;조종래;이정환;배원병
    • 한국소성가공학회:학술대회논문집
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    • 한국소성가공학회 2003년도 춘계학술대회논문집
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    • pp.34-37
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    • 2003
  • Cold forging has several advantages as compared with conventional forming by cutting process. In this study, the elastic deformations of straight bevel gear and die induced by cold forging process are investigated to use 3D-Scanner. So we could estimate the total elastic deformation as comparing between forged bevel gears and die. And finite element analysis has been performed to predict the elastic deformation, each of cold forged bevel gear and die. The predicted values are compared with the experimental values and as a result they are well agreed with experimental data.

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스트레인 게이지를 이용한 후방압출금형의 변형측정에 관한 연구 (A Study on the Deformation Measurement of Backward Extrusion Dies using Strain Gauge)

  • 여홍태;송요선;최영;허관도
    • 한국정밀공학회:학술대회논문집
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    • 한국정밀공학회 2002년도 추계학술대회 논문집
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    • pp.713-716
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    • 2002
  • The dimensional accuracy of the cold forged products is strongly dependent on the elastic behavior of the die. The elastic deformation of the die is continuously changed during the process. Therefore, it is needed to measure the deformation of die. Strain gauges are used to measure the elastic strains in the die during cold backward extrusion process. The strain gauges are attached on the die surface and embedded at the interface between the die insert and the stress ring. In order to compare the results with the FE-analysis, the rigid-plastic FE-analysis of cold backward extrusion process using DEFORM-3D has been performed, and the analysis of elastic deformation of the die has been done by using ANSYS with non-linear contact.

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자동차 시트 쿠션 프레임 및 백 프레임의 구조 강도 해석 (Structural Strength Analysis at Cushion Frame and Back Frame of Automotive Seat)

  • 김성수;김기선;최두석;박상흡;김세환;조재웅
    • 한국산학기술학회논문지
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    • 제13권11호
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    • pp.4956-4962
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    • 2012
  • 자동차의 다양한 부품 중 자동차 시트는 인간과의 직접 접촉 부위로서 승차감을 평가 할 수 있는 가장 기본적인 항목이다. 따라서 자동차 시트는 승차감과 동시에 충분한 강성과 강도를 가져야 할 것이다. 본 연구에서는 자동차 시트에서의 시트 쿠션 프레임과 백 프레임을 3D 모델링하였고, 쿠션 프레임의 비틀림 강도, 수직하중강도 시험, 백 프레임의 강도 시험 3가지 실험에 대해서 시뮬레이션으로 구조해석을 하였다. 해석결과, 쿠션 프레임 비틀림 강도 시험에서는 초기 전변형량의 최대값은 5.8421mm가 나왔고, 영구 전변형량의 최대값은 0.02539mm가 나왔다. 쿠션 프레임 수직하중강도 시험에서는 쿠션 프레임 앞쪽 끝단의 전변형량은 2.1159mm이고, 뒤쪽 끝단은 0.0606mm이다. 하중을 더 증가한 경우는 전변형량의 최대값은 3.1739mm가 나왔다. 3 가지의 백 프레임 강도 시험에서는 최대의 전변형량은 0.18634mm로 나타났다. 본 연구결과는 자동차 시트 쿠션 프레임 및 백프레임의 과도한 변형 및 파괴가 없음으로서 승객의 안전을 보장하는 충분한 강성과 강도를 검증할 수 있었다.

U-bending 공정에서 틈새간격이 샌드위치판재의 내부구조 전단변형에 미치는 영향 (Effect of The Clearance on Core Deformation of Sandwich Plate during U-bending)

  • 성대용;정창균;심도식;양동열;정완진
    • 한국소성가공학회:학술대회논문집
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    • 한국소성가공학회 2008년도 춘계학술대회 논문집
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    • pp.320-323
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    • 2008
  • In this study, a macroscopic approach was carried out to gain insight into the bending mechanism of metallic sandwich plates. Shear force-punch stroke curves for various clearances were analytically derived for mild steel (CSP 1N) sandwich plates with the total thickness of 3 mm and 0.5 mm face sheets. As the clearance increases, shear force of the inner structures and sensitivity of punch stroke decrease. These data are useful to derive a criterion of judgment for core shear failure and de-bonding failure during U-bending.

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3차원 충돌해석 정보를 이용한 측면 충돌 사고 재구성 (A Study on the Side Collision Accident Reconstruction Using 3-Dimensional Crash Analysis)

  • 장인식;김일동
    • 한국자동차공학회논문집
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    • 제16권1호
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    • pp.52-63
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    • 2008
  • The side collision reconstruction algorithm is developed using three dimensional car crash analysis. Medium size passenger car is modeled for finite element analysis. Total 24 side collision configurations, four different speed and six different angle, are set up for making side collision database. Deformation index and degree index are built up for each collision case. Deformation index is a kind of deformation estimate averaging displacement of side door of crashed car from finite element analysis result. Angle index is constructed measuring deformed angle of crashing car. There are two kinds of angle index, one is measured at driver's side and the other is measured at passenger's side. Also a collision analysis information in side of cars is used for giving a basis for scientific and practical reason in a reconstruction of the car accident. The analysis program, LS-DYNA3D is utilized for finite element analysis program for a collision analysis. Those database are used for side collision reconstruction. Side collision reconstruction algorithm is developed, and applied to find the collision conditions before the accident occurs. Three example collision cases are tried to check the effectiveness of the algorithm. Deformation index and angle index is extracted for the case from the analysis result. Deformation index is compared to the established database, and estimated collision speed and angle are introduced by interpolation function. Angle index is used to select a specific collision condition from the several available conditions. The collision condition found by reconstruction algorithm shows good match with original condition within 10% error for speed and angle. As a result, the calculation from the reconstruction of the situation is reproducing the situation well. The performance in this study can be used in many ways for practical field using deformation index and degree index. Other different collision situations may be set up for extending the scope of this study in the future.

Seismic behavior of steel reinforced concrete (SRC) T-shaped column-beam planar and 3D hybrid joints under cyclic loads

  • Chen, Zongping;Xu, Jinjun;Chen, Yuliang;Xue, Jianyang
    • Earthquakes and Structures
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    • 제8권3호
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    • pp.555-572
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    • 2015
  • This paper presents an experimental study of three two-dimensional (2D/planar) steel reinforced concrete (SRC) T-shaped column-RC beam hybrid joints and six 3D SRC T-shaped column-steel beam hybrid joints under low cyclic reversed loads. Considering different categories of steel configuration types in column cross section and horizontal loading angles for the specimens were selected, and a reliable structural testing system for the spatial loading was employed in the tests. The load-displacement curves, carrying capacity, energy dissipation capacity, ductility and deformation characteristics of the test subassemblies were analyzed. Especially, the seismic performance discrepancies between planar hybrid joints and 3D hybrid joints were intensively compared. The failure modes for planar loading and spatial loading observed in the tests showed that the shear-diagonal compressive failure was the dominating failure mode for all the specimens. In addition, the 3D hybrid joints illustrated plumper hysteretic loops for the columns configured with solid-web steel, but a little more pinched hysteretic loops for the columns configured with T-shaped steel or channel-shaped steel, better energy dissipation capacity & ductility, and larger interlayer deformation capacity than those of the planar hybrid joints. Furthermore, it was revealed that the hysteretic loops for the specimens under $45^{\circ}$ loading angle are generally plumper than those for the specimens under $30^{\circ}$ loading angle. Finally, the effects of steel configuration type and loading angle on the seismic damage for the specimens were analyzed by means of the Park-Ang model.

Compressor Motor Core 타발 공정 해석 (Analysis for Compressor Motor Core Blanking process)

  • 최철주;조동협;정완진
    • 한국소성가공학회:학술대회논문집
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    • 한국소성가공학회 1994년도 박판성형기술의 진보
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    • pp.199-230
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    • 1994
  • The blanking sequence of refrigerator and air-conditioner compressor-motor-core has been determined by trial and error. To improve such problem, 2d-analysis using ANSYS to verify the deformation state has been done firstly. And 3d-analysis following up the real process has been done. Additionally, verified the 3-d analysis result using S/W LS-DYNA.

섬유보강 실트질 모래의 동적 변형특성 (Dynamic Deformation Characteristics of Fiber Mixed Silty Sand)

  • 허준;장병욱
    • 한국농공학회논문집
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    • 제47권6호
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    • pp.59-70
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    • 2005
  • A series of resonant column test was performed to investigate the dynamic deformation characteristics of silty sand soils mixed with polypropylene fibrillated type fiber. Results show that optimum mixing ratios were $0.2\%$ for 19mm of cut fiber for shear modulus and $0.1\%$ for 60mm cut fiber fur damping ratio. As shear strain was increased, normalized values of shear modulus (G(Reinforced)/ G(Unreinforced)) of fiber reinforced soil were increased up to $10^{-3}\%\~10^{-1}\%$ ranges. However, normalized damping ratio (D(Reinforced/D(Unreinforced)) was diminished with an increase in strain beyond $10^{-3}\%\~10^{-1}\%$ for the damping capacity of soils mixed with fiber. Normalized shear modulus $(G/G_{max})$ obtained from the test was plotted in the chart suggested by Seed and Idriss. The shear modulus of silty sand was located between sand and gravel curves.