• 한국항해항만학회:학술대회논문집
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• 한국항해항만학회 2002년도 추계공동학술대회논문집
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• pp.89-93
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• 2002

선박에서 주요소중에 하나인 판요소는 해양구조물과 골조구조물에 비해 고차의 부정정 구조물로서 구성부재가 국부적으로 좌굴 붕괴하더라도 구조전체적인 붕괴에까지 곧바로 연결될 가능성은 일반적으로 많지 않다고 알려져 왔다. 그러나, 일단 구성부재가 좌굴붕괴하고 나면 국부적으로 구조강성이 저하하고, 그 결과 주변의 타 구조부재가 밟는 하중분담이 증가함으로써 연쇄적으로 구성부재가 소성붕괴하여 결국에는 구조전체적으로 붕괴할 위험성이 있다. 그래서, 이러한 현상을 정확하게 해석하기 위해서는 좌굴 및 좌굴후 거동에 대한 연구가 필요하며 본 논문에서는 면내하중을 받는 직사각형판에 대해서 판 주변 지지조건을 달리한 시리즈 해석을 범용유한요소 프로그램인 ANSYS를 사용하였다. 본 논문에서는 면내하중이 작용하는 판의 경계조건에 따른 시리즈 해석을 통하여 선체판의 탄소성 거동을 규명하였다.

• 해양환경안전학회지
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• 제10권1호
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• pp.29-33
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• 2004

지금까지의 강구조설계에서는 일반적인 탄성좌굴개념을 적용하고 있다. 왜냐하면 현재까지의 실적선의 데이터와 경험적인 방법에 의해 도출된 여러 가지 룰에 의한 데이터가 상당히 신뢰할만한 정도를 갖고 있기 때문이라고 판단하기 때문이다. 그러나, 최근들어 판두께가 박판인 고장력강재가 선체에 폭넓게 사용되어지면서 탄성좌굴발생 시점이 빨라졌으며 이에따른 탄소성거동을 정확히 예측할 필요성이 대두되고 있다. 이에 본 연구에서는 선체의 이중저 판넬구조에서 압축하중을 받을때의 실제판부재의 주변지지조건을 네가지로 이성화하여 해석하였으며, 이때 실제 필연적으로 존재하게 되는 열가공에 의한 비대칭형 초기처짐을 적용하였고, 비선형해석기법으로서는 Arc-length method를 적용하였고 해석코드는 범용유한요소법 소프트웨어로 잘 알려진 ANSYS를 사용하였다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2001년도 봄 학술발표회 논문집
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• pp.431-436
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• 2001

Lateral confining effect due to the existence of the shear reinforcements in R.C. beam is investigate in a numerical way. For the purpose, a three dimensional constitutive model of concrete is developed based on the elasto-plasticity using non-associated plastic flow rule to control the excessive inelastic dilatancy. The plastic flow direction is determined based on the associated plastic flow direction in a way to adjust the directional angle between the two normal vector components along the hydrostatic and deviatoric axis in a meridian plane in which the loading function prescribed. The current formulation is combined with the four parameter elasto-plastic triaxial concrete model recently developed. The resulting elasto-plastic triaxial concrete model predicts the fundamental behaviors of concrete under different confining levels and the 4-points flexural test of a beam with shear reinforcements, compares with the experimental results.

• 소성∙가공
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• 제9권3호
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• pp.313-319
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• 2000

Finite element analysis is carried out for simulation of the multi-stage elliptic cup drawing process with the large aspect ratio. The analysis incorporates with shell elements for an elasto-plastic finite element method with the explicit time integration scheme. For the simulation, LS-DYNA3D is utilized for its wide capability of solving forming problems. The simulation result shows that the non-uniform drawing ratio at the elliptic cross section ad the small shoulder radius cause failure such as tearing and wrinkling. The result suggests the guideline to modify the tool shape for prevention of the failure during the drawing process.

• 소성∙가공
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• 제4권4호
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• pp.365-374
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• 1995

Numerical simulation of blade forming is carried out as stretch forming by an elasto-plastic finite element method. The method adopts a Lagrangian formulation, which incorporates large deformation and rotation, with a penalty method to treat the contact boundary condition. Numerical integration is done with a directional reduced integration scheme to avoid shear locking. The numerical results demonstrates various final shapes of blades which depend on the variation of the stretching force. The strain distributions in deformed blades are also obtained with the variation of the stretching force.

• Computers and Concrete
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• 제20권6호
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• pp.689-704
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• 2017

The paper presents experimental and numerical investigations of prefabricated composite structural building reinforced concrete slabs with the insulating material for a residential building construction. The building slabs were composed of concrete and expanded polystyrene. In experiments, the slabs in the full-scale 1:1 were subjected to vertical concentrated loads and failed along a diagonal shear crack. The experiments were numerically evaluated using the finite element method based on two different constitutive continuum models for concrete. First, an elasto-plastic model with the Drucker-Prager criterion defined in compression and with the Rankine criterion defined in tension was used. Second, a coupled elasto-plastic-damage formulation based on the strain equivalence hypothesis was used. In order to describe strain localization in concrete, both models were enhanced in the softening regime by a characteristic length of micro-structure by means of a non-local theory. Attention was paid to the formation of critical diagonal shear crack which was a failure precursor.

• 대한수학회논문집
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• 제20권3호
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• pp.589-602
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• 2005

We present the numerical algorithm for the model for high-strain rate deformation in hyperelastic-viscoplastic materials based on a fully conservative Eulerian formulation by Plohr and Sharp. We use a hyperelastic equation of state and the modified Steinberg and Lund's rate dependent plasticity model for plasticity. A two-dimensional approximate Riemann solver is constructed in an unsplit manner to resolve the complex wave structure and combined with the second order TVD flux. Numerical results are also presented.

• 한국소성가공학회:학술대회논문집
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• 한국소성가공학회 1996년도 추계학술대회논문집
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• pp.131-138
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• 1996

A new yield criterion for metal powder compaction based on continuum mechanics has been proposed. It includes three parameters to characterize the geometrical hardening of powder compact and strain hardening of incompressible metal matrix. The elasto-plastic finite element method to describe compaction of metal powders has been formulated using the new yield criterion. The values of parameters in the yield criterion can be determined using cold isostatic pressing(CIP). The finite element method can simulate compaction behavior of various copper powders.

• 한국소성가공학회:학술대회논문집
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• 한국소성가공학회 1997년도 추계학술대회논문집
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• pp.76-79
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• 1997

In this study, an elasto-plastic finite element code, ESFORM, was developed to analyze sheet stamping processes. A formulation of 4-node degenerated shell element was implemented in the code. Workpiece materials were assumed to have planar anisotropy, and governed by associated flow rule. Explicit time integration method was employed to save computation time and reduce the required computer memory. Penalty method was used to describe interface behavior between workpiece and rigid die. Deep drawing of square cup and front finder stamping processes were simulated by ESFORM>

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2002년도 봄 학술발표회 논문집
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• pp.93-100
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• 2002

Vertical reinforcement of soft soils using the deep mixing method has received increasing applications. In this study, the theory of elasticity and plasticity including the upper bound theorem of limit analysis were used to derive the equations for obtaining composite elastic properties and shear strength parameters. The developed equations were validated using the finite element computer program SAGE CRISP. The analysis involved 4 different cases-two different type of soil and replacement ratios. Tile results of the analysis show that the proposed equations could determine the properties of composite material for practical applications.