• Title/Summary/Keyword: Deformation problem

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Real-time Shape Manipulation using Deformable Curve-Skeleton

  • Sohn, Eisung
    • Journal of Korea Multimedia Society
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    • v.22 no.4
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    • pp.491-501
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    • 2019
  • Variational methods, which cast deformation as an energy-minimization problem, are known to provide a good trade-off between practicality and speed. However, the time required to deform a fully detailed shape means that these methods are largely unsuitable for real-time applications. We simplify a 2D shape into a curve skeleton, which can be deformed much more rapidly than the original shape. The curve skeleton also provides a simplified control for the user, utilizing a small number of control handles. Our system deforms the curve skeleton using an energy-minimization method and then applies the resulting deformation to the original shape using linear blend skinning. This approach effectively reduces the size of the variational optimization problem while producing deformations of a similar quality to those obtained from full-scale nonlinear variational methods.

A Study on Manufacturing Condition of PLGA Scaffold Using 3SC Practical TRIZ and Design of Experiments (3SC 실용트리즈와 실험계획법을 이용한 PLGA인공지지체 제작조건에 관한 연구)

  • Lee, Song-Yeon;Huh, Yong Jeong
    • Journal of the Semiconductor & Display Technology
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    • v.17 no.4
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    • pp.70-75
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    • 2018
  • In this paper, we have studied the deformation problem of the scaffold caused by the FDM type 3D printer. The DOE (Design of experiment) and 3SC was used to solve the deformation problem of the scaffold generated from the adhesion surface between the scaffold and the bed. The methodology was used to derive the solution and the experiment was conducted on the derived solution. As a result of evaluating the experimental results obtained for the solution, it was found that the deformation of the scaffold was much improved. By using the DOE, We were possible to derive the output condition of scaffold.

Remeshing Criterion for Large Deformation Finite Element Analyses Based on the Error Calculation (오차계산에 기초한 대변형 유한요소 해석에서의 요소망 재구성 기준)

  • 김형종;김낙수
    • Transactions of Materials Processing
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    • v.4 no.1
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    • pp.92-104
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    • 1995
  • It often happens some elements are so largely distorted during a large-deformation finite element analysis that further calculation becomes impossible or the approximation error increases rapidly. This problem can be overcomed only by remeshing at several suitable stages. The present study aimed to establish the criterion based on the error estimators, and examined in the simulation and posterior error analysis of ring compression test to demonstrate the usefulness of them. The distribution of each error estimator and its variation during deformation were investigated. All the error estimators were increased monotonously with deformation and decreased rapidly at remeshing stage. It was shown that the error estimators suggested in this study are good measures as remeshing criterion for large deformation finite element analyses.

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Deformation Analysis of Micro-Sized Material Using Strain Gradient Plasticity

  • Byon S.M.;Lee Young-Seog
    • Journal of Mechanical Science and Technology
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    • v.20 no.5
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    • pp.621-633
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    • 2006
  • To reflect the size effect of material $(1\sim15{\mu}m)$ during plastic deformation of polycrystalline copper, a constitutive equation which includes the strain gradient plasticity theory and intrinsic material length model is coupled with the finite element analysis and applied to plane strain deformation problem. The method of least square has been used to calculate the strain gradient at each element during deformation and the effect of distributed force on the strain gradient is investigated as well. It shows when material size is less than the intrinsic material length $(1.54{\mu}m)$, its deformation behavior is quite different compared with that computed from the conventional plasticity. The generation of strain gradient is greatly suppressed, but it appears again as the material size increases. Results also reveal that the strain gradient leads to deformation hardening. The distributed force plays a role to amplify the strain gradient distribution.

Neuro-fuzzy modeling of deformation parameters for fusion-barriers

  • Akkoyun, Serkan;Torun, Yunis
    • Nuclear Engineering and Technology
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    • v.53 no.5
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    • pp.1612-1618
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    • 2021
  • The fusion-barrier distribution is very sensitive to the structure of the colliding nuclei such as nuclear quadrupole and hexadecapole deformation parameters and their signs. If the nuclei that enter the fusion reaction are deformed, the barrier problem becomes complicated. Therefore the deformation parameters are taken into account in the calculations. In this study, Neuro-Fuzzy approach, ANFIS, method has been used for the estimation of ground-state quadrupole (𝜀2) and hexadecapole (𝜀4) deformation parameters for the nuclei. According to the results, the method is suitable for this task and one can confidently use it to obtain the data that is not available in the literature.

Study on Welding Deformation for Side Shell Structure of VLCC (VLCC 선종의 외판에 나타나는 용접변형에 대한 고찰)

  • Kim Sang-Il
    • Proceedings of the KWS Conference
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    • 2006.05a
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    • pp.97-99
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    • 2006
  • A ship owner has been disappointed with the wrinkle, phenomenon visually occurring at the side shell structure of VLCC(very large crude oil carrier). In order to solve this problem, we have firstly performed a variety of actual measurements. Furthermore, comparing the welding deformation level of DSME(Daewoo Shipbuilding & Marine Engineering Co. Ltd.) with that of SHI(Samsung Heavy Industries), the superiority of deformation control level of Korean shipyard has been substantiated.

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A new approach for finite element analysis of delaminated composite beam, allowing for fast and simple change of geometric characteristics of the delaminated area

  • Perel, Victor Y.
    • Structural Engineering and Mechanics
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    • v.25 no.5
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    • pp.501-518
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    • 2007
  • In this work, a new approach is developed for dynamic analysis of a composite beam with an interply crack, based on finite element solution of partial differential equations with the use of the COMSOL Multiphysics package, allowing for fast and simple change of geometric characteristics of the delaminated area. The use of COMSOL Multiphysics package facilitates automatic mesh generation, which is needed if the problem has to be solved many times with different crack lengths. In the model, a physically impossible interpenetration of the crack faces is prevented by imposing a special constraint, leading to taking account of a force of contact interaction of the crack faces and to nonlinearity of the formulated boundary value problem. The model is based on the first order shear deformation theory, i.e., the longitudinal displacement is assumed to vary linearly through the beam's thickness. The shear deformation and rotary inertia terms are included into the formulation, to achieve better accuracy. Nonlinear partial differential equations of motion with boundary conditions are developed and written in the format acceptable by the COMSOL Multiphysics package. An example problem of a clamped-free beam with a piezoelectric actuator is considered, and its finite element solution is obtained. A noticeable difference of forced vibrations of the delaminated and undelaminated beams due to the contact interaction of the crack's faces is predicted by the developed model.

Seismic Retrofit of High-Rise Building with Deformation-Dependent Oil Dampers against Long-Period Ground Motions

  • Aono, Hideshi;Hosozawa, Osamu;Shinozaki, Yozo;Kimura, Yuichi
    • International Journal of High-Rise Buildings
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    • v.5 no.3
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    • pp.177-186
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    • 2016
  • Along the subduction-zone of the western Japanese islands, large earthquakes are expected occur around the middle of this century, and long-period ground motions will reach major urban areas, shaking high-rise buildings violently. Since some old high-rise buildings were designed without considering long-period ground motions, reinforcing such buildings is an important issue. An effective method to reinforce existing high-rise buildings is installing additional dampers. However, a problem with ordinary dampers is that they require reinforcement of surrounding columns and girders to support large reaction forces generated during earthquake ground motion. To solve this problem, a deformation-dependent oil damper was developed. The most attractive feature of this damper is to reduce the damping force at the moment when the frame deformation comes close to its maximum value. Due to this feature, the reinforcement of columns, girders, and foundations are no longer required. The authors applied seismic retrofitting with a deformation-dependent oil damper to an existing 54-story office building (Shinjuku Center Building) located in Shinjuku ward, Tokyo, in 2009 to suppress vibration under the long period earthquake ground motions. The seismic responses were observed in the 2011 Tohoku Earthquake, and it is clarified that the damping ratio was higher and the response lower by 20% as compared to the building without dampers.

Development of Simple Prediction Model for V-groove butt welding deformation (V-개선 맞대기 용접변형에 대한 간이 예측 모델 개발)

  • 김상일
    • Journal of the Society of Naval Architects of Korea
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    • v.41 no.2
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    • pp.106-113
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    • 2004
  • The block assembly of ship consists of a certain type of heat processes such as cutting, bending, welding, residual stress relaxation and fairing. The residual deformation due to welding is inevitable at each assembly stage. The geometric inaccuracy caused by the welding deformation tends to preclude the introduction of automation and mechanization and needs the additional man-hours for the adjusting work at the following assembly stage. To overcome this problem, a distortion control method should be applied. For this purpose, it is necessary to develop an accurate prediction method which can explicitly account for the influence of various factors on the welding deformation. Systematic and quantitative theoretical works to clarify the effects of various factors on the welding deformation have rarely been found. Therefore, in this paper, the effects of various factors, such as welding process and gravity on the butt welding deformation have been investigated through a number of numerical analyses. In addition, this paper proposes a simplified analysis method to predict the butt welding deformation in actual plate structure. For this purpose, a simple prediction model for butt welding deformations has been derived based on numerical and experimental results through the regression analysis. Based on these results, the simplified analysis method has been applied to some examples to show its validity.

A Study on the Thermal deformation during Heat-Treatment (열처리시의 열변형에 관한 연구)

  • Jang J. W.;Kim D. J.;Kang J. H.;Kang S. S.
    • Proceedings of the Korean Society for Technology of Plasticity Conference
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    • 2001.05a
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    • pp.161-166
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    • 2001
  • The distortion and fracture of heat treated components is a major industrial problem, which may considerably increase the costs of operations that involve high cooling rates. And also, thermal deformation would be generated during Heat Treatment. In this paper, the purpose is to check out the thermally deformed components during heat treatment and to analyze thermal deformation and thermal stress by two dimensional Finite Element Method. And two dimensional FEM program is evaluated for heat transfer and thermal deformation.

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