• 제목/요약/키워드: Elastic-Plastic Theory

검색결과 142건 처리시간 0.025초

점성토에 있어서의 크리프 거동 예측 (Prediction of Creep Behavior for Cohesive Soils)

  • 김대규
    • 한국지반공학회논문집
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    • 제20권7호
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    • pp.79-89
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    • 2004
  • 본 연구에서는 탄.소.점성 구성모델을 비교적 간단한 수학적 합성유도방식에 기초하여 제안하였다. 이를 위하여 비등방성 modified Cam-Clay model을 일반응력공간으로 확장시켰으며generalized viscous theory를 단순화하여 각각 소성 및 점성의 구성관계로 활용하였다. Damage 원리를 구성모델에 추가하였으며, 모든 식의 변형 및 개발은 모델정수의 수를 감소시키는 원칙에 입각하여 수행하였다. 개발된 구성모델을 활용하여 점성토의 크리프거동을 예측하였으며 이를 실험결과와 비교분석하였다. 예측된 결과는 크리프파괴의 경우를 포함한 실험결과와 비교적 양호하게 일치하는 결과를 보여주었다.

2축 휨을 받는 철근 콘크리트 기둥의 좌굴거동 (Buckling Behavior of Reinforced Concrete Columns under Biaxial Loading)

  • 김진근;이상순
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 1996년도 가을 학술발표회 논문집
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    • pp.480-485
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    • 1996
  • A numerical method for perdicting the behavior of a reinforced concrete column under biaxial loading is proposed, using the layered finite element method. Concrete is assumed to exhibit strain softening and steel reinforcement is elastic-plastic. The bending theory assumptions are used and bond slip of reinforcement is meglected. To perdict the entire load-deformation characteristics, displacement control method is used. This method consider not only combined effect due to axial load and bending moment but also that due to bending moments. Predicted behaviors of reinforced concrete columns under biaxial loading through the numerical method proposed in this study show good agreements with test results.

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터널 소성영역에 따른 터널 천단토압 해석 (Earth Pressure Analysis of Tunnel Ceiling according to Tunnel Plastic Zone)

  • 박신영;한희수
    • 한국산학기술학회논문지
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    • 제21권11호
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    • pp.753-764
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    • 2020
  • 본 연구는 금속의 소성 가공 시 변형을 해석하기 위한 금속소성학의 개념, 지반공학 관점인 Terzaghi's 토압론과 이를 수정한 수정 Terzaghi's 토압론, Mohr-Coulomb 항복조건을 이용한 미끄러짐선장이론의 세가지 방법을 이용하여 각 방법에 따른 터널의 소성영역 및 내부 토압을 산정하였다. 세가지 방법 모두 등방성 재료의 평면변형율조건 해석의 이차원 수학적 해석 모델이다. 금속소성학의 이론을 사용할 경우, 터널에 내부압력이 작용하는 것으로 가정하여 지반의 소성영역 및 지반 내부토압을 구한 결과이므로, 중력만 작용하는 실제 터널 현장과는 맞지 않는 다른 결과가 도출되었다. 미끄러짐선장 이론을 통해 소성영역 형성범위 및 토압을 분석한 결과, 대수나선형태로 파괴면이 형성되는 것으로 나타났고 이는 선행연구와 비교를 통해 실제와 유사한 것으로 나타났다. 또한, 터널 굴착 등으로 인해 발생하는 지반의 체적 변화를 고려한 토압 산정식을 수학적으로 검토하고 이를 Terzaghi's 토압과 비교하였다. 지반의 체적 팽창으로 인해 발생하는 다일러턴시 효과로 인한 강도 증진을 고려하였으며, Terzaghi's 토압의 문제점을 분석하고 토피고와 내부마찰각을 변수로 이론적 방법을 통한 토압을 각각 비교·검토하였다. Terzaghi's 토압론과 이를 수정한 수정 Terzaghi's 토압론의 경우, 소성영역 범위를 임의로 가정하였으므로, 두 이론 모두 터널의 소성영역을 해석할 수 없다. 이론적 방법을 통한 토압 산정 결과, Terzaghi's 토압의 경우 팽창성을 고려한 토압에 비해 토압이 과도하게 크게 산정되었으며 이는 지반의 체적변화로 인한 다일러턴시 효과를 무시하고, 이완영역을 과도하게 가정하였기 때문이다.

강재의 대변형 예측을 위한 해석의 정도 (Accuracy of Analysis for Prediction of Large Deformation in Steel Members)

  • 장갑철;최의홍;장경호
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 2005년도 춘계 학술발표회 논문집
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    • pp.225-231
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    • 2005
  • In this paper, to prediction of large deformation behavior of steel structures under loading, 3-Dimensional elastic-plastic FE analysis method is developed by using finite deformation theory and proposed cyclic plasticity model. The accuracy of developed analytical method was verified by comparison of experiment result and analysis results using infinitesimal deformation theory. The good agreement between analysis result by developed analytical method and experiment result is shown. Proposed 3-dimensional FE analysis using finite deformation theory and cyclic plasticity hysteresis model can be predict the large deformation of steel members under cyclic loading.

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Distortion and Dilatatioin in the Tensie Failure of Paper

  • Park, Jong-Moon;James L. Thorpe
    • 펄프종이기술
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    • 제31권5호
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    • pp.73-85
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    • 1999
  • Yield and fracture are separated in the tensile failure of paper. Failure in the machine direction of photocopy paper is contrasted with failure in the cross-machine direction . The ratios of distortion (shape change) to dilatation (volume change) for individual elements at yield and fracture are described. The ratios of distortion to dilatation are measured and compared to predicted values of the strain energy density theory. To evaluate the effect of the angle from the principal material direction on the strain energy density theory. To evaluate the effect of the angle from the principal material direction on the strain energy density factor, samples are prepared from machine direction to cross-machine direction in 15 degree intervals. the strain energy density of individual elements are obtained by the integration of stress from finite element analysis with elastic plus plastic strain energy density theory. Poison's ratio and the angle from the principal material direction have a great effect ion the ratio fo distortion to dilatation in paper. During the yield condition, distortion prevails over dilatation . At fracture, dilatation is at a maximum.

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분기좌굴이론을 이용한 박판성형공정에서의 주름발생해석 (An analysis of the wrinkling initiation in sheet metal forming using bifurcation theory)

  • 김종봉;양동렬;윤정환
    • 한국소성가공학회:학술대회논문집
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    • 한국소성가공학회 1998년도 춘계학술대회논문집
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    • pp.28-31
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    • 1998
  • Wrinkling is one of the major defects in sheet metal products and may be also attributable to the wear of the tool. The initiation and growth of the wrinkles are influenced by many factors such as stress state, mechanical properites of the sheet material, geometry of the body, and contact condition. It is difficult to analyze the wrinkling initiation and growth considering the factors because the effects of the factors are very complex and the wrinkling behavior may show wide variation for small deviation of the factors. In this study, the bifurcation theory is introduced for the finite element analysis of wrinkling initiation and growth, All the above mentioned factors are conveniently considered by finite element method. The finite element formulation is based on the incremental deformation theory and elastic-plastic material modeling. The finite element analysis is carried out using the continuum-based resultant shell elements considering the planar anisotropy of the sheet metal. The proposed method is verified by employing to column buckling problem. And then, the initiation and growth of wrinkling in deep drawing of cylindrical cup are analyzed.

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응착이론을 이용한 마이크로/나노스케일 접촉에서의 응착특성 규명 및 개선에 관한 연구 (A Study on identification and improvement of adhesive quality using adhesive theory at micro/nano scale contact)

  • 김규성;윤준호
    • 전자공학회논문지 IE
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    • 제44권3호
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    • pp.42-50
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    • 2007
  • 거칠기를 고려한 응착모델들에 있어서 탄성 응착 지수와 소성 응착 지수가 중요한 매개변수이며, 본 논문에서는 매개 변수를 변화시켜 무차원화 된 하중과 분리힘의 특성을 시뮬레이션 하고 분석하였다. AFM을 이용하여 실험 샘플의 표면 거칠기 관련 특성 값들을 얻었으며, 이를 이용하여 상호작용을 고려한 경우와 고려하지 않은 경우의 분리힘을 계산하였다. 계산된 분리힘들을 팁과 샘플 표면 사이의 측정된 분리힘과 비교하였고, 이를 통하여 표면 거칠기 돌기의 상호작용으로 인한 변형이 응착 특성에 중요한 영향을 미치는 인자임을 알 수 있었다.

반도체용 박막재료의 열응력-변형 특성에 미치는 passivation 층의 영향 분석 (Effects of passivation layer on the thermal deformation behavior of metal film used in semiconductor devices)

  • 최호성;이광렬;권동일
    • 대한전기학회:학술대회논문집
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    • 대한전기학회 1998년도 추계학술대회 논문집 학회본부 C
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    • pp.732-734
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    • 1998
  • Metal thin films such as aluminum have been used as interconnects in semiconductor device. Recently, these materials are applied to structural materials in microsensors and microactuators. In this study, we evaluate deformation and strength behavior of aluminum alloy film. Three layer model for thermal deformation of multilayered thin film material is introduced and applied to Si/Al(1%Si)/$SiO_2$ system. Based on beam bending theory and concept of bending strain. elastic and elastic/plastic thermal deformation behaviors of multilayered materials can be estimated. In the case of plastic deformation of ductile layer, strain rate equations based on deformation mechanism map are employed for describe the stress relaxation effect. To experimentally examine deformation of multilayered thin film materials, in-situ laser scanning method is used to measure curvature of specimens during heating and cooling. The thickness of $SiO_2$ layer is varied to estimate third-layer effect of thermal deformation of metal films, and its effect on deformation behavior are discussed.

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일체형원자로 SMART의 나선형 증기발생기 전열관 코일링 시 스프링백 최소화 방안 (Minimization of the Spring back in the Coiling Process of the Helical Steam Generator Tubes of Integral Reactor SMART)

  • 김용완;김종인;장문희
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2000년도 추계학술대회논문집A
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    • pp.837-842
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    • 2000
  • In the coiling process of helical steam generator tubes of integral reactor SMART, a considerable amount of spring back, which induces dimensional inaccuracy and difficulty in fabrication, has been arised. In this research, an analytical model was derived to evaluate the amount of the spring back for steam generator tubes. The model was developed on the basis of beam theory and elastic-perfectly plastic material property. This model was extended to consider the effect of plastic hardening and the effect of the tensile force on the spring back phenomena. Parametric studies were performed for various design variables of steam generator tubes in order to minimize the spring back in the design stage. A sensitivity analysis has shown that the low yield strength, the high elastic modulus, the small helix diameter, and the large tube diameter result in a small amount of the spring back. The amount of the spring back can be controlled by the selection of adequate design values in the basic design stage and reduced to an allowable limit by the application of the tensile force to the tube during the coiling process.

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The mechanical properties of rock salt under cyclic loading-unloading experiments

  • Chen, Jie;Du, Chao;Jiang, Deyi;Fan, Jinyang;He, Yi
    • Geomechanics and Engineering
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    • 제10권3호
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    • pp.325-334
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    • 2016
  • Rock salt is a near-perfect material for gas storage repositories due to its excellent ductility and low permeability. Gas storage in rock salt layers during gas injection and gas production causes the stress redistribution surrounding the cavity. The triaxial cyclic loading and unloading tests for rock salt were performed in this paper. The elastic-plastic deformation behaviour of rock salt under cyclic loading was observed. Rock salt experienced strain hardening during the initial loading, and the irreversible deformation was large under low stress station, meanwhile the residual stress became larger along with the increase of deviatoric stress. Confining pressure had a significant effect on the unloading modulus for the variation of mechanical parameters. Based on the theory of elastic-plastic damage mechanics, the evolution of damage during cyclic loading and unloading under various confining pressure was described.