• Title/Summary/Keyword: 탄성체 모델

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Numerical Experiment for a Strain Energy Equivalence Principle (SEEP)-based Continuum Damage Model (탄성변형에너지 등가원리 기반 연속체 손상모델에 대한 수치실험)

  • Youn, Deok-Ki;Lee, U-Sik
    • Proceedings of the KSR Conference
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    • 2006.11b
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    • pp.31-34
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    • 2006
  • A new continuum damage theory (CDT) has been proposed by Lee et al. (1996) based on the SEEP. The CDT has the apparent advantage over the other related theories because the complete constitutive law can be readily derived by simply replacing the virgin elastic stiffness with the effective orthotropic elastic stiffness obtained by using the proposed continuum damage theory. In this paper, the CDT is evaluated by the numerical experiment comparing the mode shapes and natural frequencies of a square plate containing a small line-through crack with those of the same plate with a damaged site replaced with the effective orthotropic elastic stiffness computed by using the CDT.

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Forced Vibration Modeling of Rail Considering Shear Deformation and Moving Magnetic Load (전단변형과 시간변화 이동자기력을 고려한 레일의 강제진동모델링)

  • Kim, Jun Soo;Kim, Seong Jong;Lee, Hyuk;Ha, Sung Kyu;Lee, Young-Hyun
    • Transactions of the Korean Society of Mechanical Engineers A
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    • v.37 no.12
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    • pp.1547-1557
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    • 2013
  • A forced vibration model of a rail system was established using the Timoshenko beam theory to determine the dynamic response of a rail under time-varying load considering the damping effect and stiffness of the elastic foundation. By using a Fourier series and a numerical method, the critical velocity and dynamic response of the rail were obtained. The forced vibration model was verified by using FEM and Euler beam theory. The permanent deformation of the rail was predicted based on the forced vibration model. The permanent deformation and wear were observed through the experiment. Parametric studies were then conducted to investigate the effect of five design factors, i.e., rail cross-section shape, rail material density, rail material stiffness, containment stiffness, and damping coefficient between rail and containment, on four performance indices of the rail, i.e., critical velocity, maximum deflection, maximum longitudinal stress, and maximum shear stress.

Dynamic Fracture Analysis with State-based Peridynamic Model: Crack Patterns on Stress Waves for Plane Stress Elastic Solid (상태 기반 페리다이나믹 모델에 의한 동적취성파괴 해석: 평면응력 탄성체의 응력 전파와 균열패턴 분석)

  • Ha, Youn Doh
    • Journal of the Computational Structural Engineering Institute of Korea
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    • v.28 no.3
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    • pp.309-316
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    • 2015
  • A state-based peridynamic model is able to describe a general constitutive model from the standard continuum theory. The response of a material at a point is dependent on the deformation of all bonds connected to the point within the nonlocal horizon region. Therefore, the state-based peridynamic model permits both the volume and shear changes of the material which is promising to reproduce the complicated dynamic brittle fracture phenomena, such as crack branching, secondary cracks, cascade cracks, crack coalescence, etc. In this paper, the two-dimensional state-based peridynamic model for a linear elastic plane stress solid is employed. The damage model incorporates the energy release rate and the peridynamic energy potential. For brittle glass materials, the impact of the crack-parallel compressive stress waves on the crack branching pattern is investigated. The peridynamic solution for this problem captures the main features, observed experimentally, of dynamic crack propagation and branching. Cascade cracks under strong tensile loading and secondary cracks are also well reproduced with the state-based peridynamic simulations.

A Study on the Strength and Stiffness of Multi-Stage Cubic Truss Unit Structures (복합 입체형 정육면체 트러스 단위구조체의 강도 및 강성에 대한 해석 연구)

  • Choi, Jeongho
    • Journal of the Korea Convergence Society
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    • v.10 no.4
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    • pp.139-145
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    • 2019
  • This paper investigated the strength and stiffness of composite truss unit structures. The model used is a core-filled model combining the Kagome model and the cube truss model. The material properties used for the analysis are 304 stainless steel with elastic modulus of 193 GPa and yield stress of 215 MPa. The theoretical equation is derived from the relative elasticity relation of Gibson - Ashby ratio, the analysis was performed using Deform 3D, a commercial tool. In conclusion, the relative elasticity for this unit model correlates with 1.25 times the relative density and constant coefficient, elasticity is inversely proportional to pore size. The relative compressive strength has a correlation with relative density of 1.25 times. Proof of this is a real experiment, the derived theoretical relationship should further consider mechanical behavior such as bending and buckling. In the future, it is hoped that the research on the elasticity and the stress according to the structure of the three-dimensional space will be continued.

Multiscale analysis on the improvement of interfacial characteristics and filler size effect of covalently grafted nanoparticulate composites (나노입자와 기지 간 공유결합 형성에 따른 계면특성 향상과 입자 크기효과에 대한 멀티스케일 해석)

  • Yang, Seung-Hwa;Choi, Joon-Myung;Yu, Su-Young;Cho, Maeng-Hyo
    • Proceedings of the Computational Structural Engineering Institute Conference
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    • 2011.04a
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    • pp.127-130
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    • 2011
  • 본 연구에서는 나노입자와 고분자 기지 간에 공유결합을 형성시킨 나노복합재의 계면특성과 탄성계수에서 나타나는 크기효과를 고려하기 위해 분자동역학과 미시역학모델을 순차적으로 연계하는 멀티스케일 해석모델을 제안하였다. 나노입자의 체적분율이 동일한 5개의 나노복합재 셀에 대해, 입자의 표면 원자와 고분자 기지 간에 탄소로 구성된 공유결합을 생성시킨 후 분자동 역학 전산모사를 통해 탄성계수를 예측하였고, 공유결합이 존재하지 않는 나노복합재의 탄성계수와 이를 비교하여 계면의 물성증가와 탄성계수에서 나타나는 입자의 크기효과를 규명하였다. 향상된 계면의 특성을 연속체 해석 모델에서 고려하기 위해 분자동역학 해석결과와 미시역학 모델을 연계하는 순차적 브리징 기법을 적용하였고, 이로부터 계산된 계면의 물성의 타당성을 유한요소 해석을 통해 검증하였다. 그 결과 입자와 기지 간 공유결합을 통해 나노복합재가 보다 넓은 범위에 걸친 크기효과를 나타냈으며, 제안된 브리징 모델을 통해서 물리적으로 타당한 계면의 탄성계수 값을 계산할 수 있었다.

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Numerical Modeling of Elastic Wave Scattering in an Isotropic Medium Containing an Orthotropic Inclusion (직교이방성 함유체를 포함하는 등방성 기지에서의 탄성파 산란 수치해석 모델)

  • Lee, Jung-Ki
    • Journal of the Korean Society for Nondestructive Testing
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    • v.21 no.1
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    • pp.69-79
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    • 2001
  • A volume integral equation method(VIEM) is applied for the effective analysis of elastic wave scattering problems in unbounded solids containing general anisotropic inclusions. It should be noted that this newly developed numerical method does not require the Green's function for anisotropic inclusions to solve this class of problems since only the Green's function for the unbounded isotropic matrix is Involved In their formulation for the analysis. nis new method can also be applied to general two-dimensional elastodynamic problems with arbitrary shapes and number of anisotropic inclusions. Through the analysis of plane elastodynamic problems in unbounded isotropic matrix with an orthotropic inclusion, it is established that this new method is very accurate and effective for solving plane elastic problems in unbounded solids containing general anisotropic inclusions.

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Evaluation of the Nonlinearity Parameter in Unbound Material for Asphalt Concrete Pavement using Field-NDT Equipment (현장 도로평가장비를 이용한 입상재료층의 비선형 재료상수 추정에 관한 연구)

  • Seo, Joo Won;Choi, Jun Seong;Kim, Soo Il
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.28 no.2D
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    • pp.227-234
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    • 2008
  • This study examines which models are more suitable for representing mechanical property of unbound materials to analyze behavior of asphalt pavement structure. Results from FWD (Falling Weight Deflectometer) test were used to apply to nonlinear elastic model. The new method which can deduct material constants of nonlinear elastic model is suggested from FWD test data rather than laboratory resilient modulus ($M_R$) test. It is confirmed that the material constants are within the common range in subbase. Test output from FWD and MDD (Multi-Depth Deflectometer) was used to verify reliability of the model. From the results of verification, this study shows that a non-linear elastic model agrees to MDD test data more than a linear elastic model does.

Nondestructive Defect Detection in Two-dimensional Anisotropic Composite Elastic Bodies Using the Boundary Element Method (경계 요소법을 이용한 2차원 비등방성 복합재료 탄성체의 비파괴 결함 추정)

  • 이상열
    • Journal of the Computational Structural Engineering Institute of Korea
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    • v.17 no.1
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    • pp.39-47
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    • 2004
  • In this paper, the defects of two-dimensional anisotropic elastic bodies are identified by using the boundary element method. The use of numerical models that contain only boundary integral terns reduces the dimensionality of the problem by one. This advantage is particularly important in problems such as crack mechanics. Avoiding domain meshing is also particularly advantageous in the solution of inverse problems since it overcomes mesh perturbations and simplifies the procedure. In this paper, nondestructive approaches for the existing isotropic materials are extended to analyze the elastic bodies made of anisotropic materials such as composites. After verifying that the proposing boundary element model is in good agreement with numerical results reported by other investigators, the effect of noise in the measurements on the identifiability is studied with respect to different design parameters of layered composites. Sample studies are carried out for various layup configurations and loading conditions. The effects of the layup sequences in detecting flaw of composites is explored in this paper.

Modeling of Off-Road Vehicle Operator for Use in Ride Simulation (승차(乘車) 시뮬레이션을 위한 노외차량(路外車輛) 운전자(運轉者)의 모형화(模型化))

  • Kim, Kyeong Uk
    • Journal of Biosystems Engineering
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    • v.9 no.1
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    • pp.1-4
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    • 1984
  • 노외차량(路外車輛)의 승차(乘車) 시뮬레이션을 위한 착석(着席) 상태(狀態)의 운전자(運轉者) 모델을 개발(開發)하였다. 운전자(運轉者) 모델은 머리, 몸체, 신부(腎部)로 크게 나누어 자유도(自由度) 3의 진동체로 가정(假定)하고 머리와 몸체, 몸체와 신부(腎部)는 각각 목과 장기(臟器)를 나타내는 탄성체로서 연결하였다. 또한 인체의 해부학적(解部學的) 구조(構造)와 일치(一致)하도록 머리와 신부(腎部)사이에는 척추(脊椎) 부분(部分)을 포함시켰다. 모델의 각 변수(變數)들은 기존(旣存)의 실험(實驗) 결과(結果)를 이용(利用)하여 머리부의 진동(振動)이 실험(實驗) 결과(結果)와 일치(一致)하도록 시뮬레이션 방법(方法)으로 결정(決定)하였다.

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Numerical Study on Effect of Using Elastic Pads in Flexible Forming Process (가변성형 공정에서 탄성 패드의 영향에 관한 수치적 연구)

  • Heo, Seong-Chan;Seo, Young-Ho;Noh, Hak-Gon;Ku, Tae-Wan;Kang, Beom-Soo
    • Transactions of the Korean Society of Mechanical Engineers A
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    • v.34 no.5
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    • pp.549-556
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    • 2010
  • In general, materials that can be used to form elastic pads, such as urethane and rubber, are often used in flexible forming processes by inserting the pads between a blank and flexible die for smoothing the forming surface that is formed by a reconfigurable die. In this study, the effects of the elastic pad on formability in the flexible forming process for sheet metals are investigated by performing numerical simulations. In the simulation, the hyperelastic material model is used, where the urethane elastic pads serve as elastic cushions. Case studies are carried out for elastic materials with different hardness values and thicknesses. The results are used to evaluate formability by comparing the configuration of the deformed blank and its major cross-sectional profiles. It is verified that the elastic pad used in the flexible forming process for sheet materials should be hard and that its thickness should be chosen appropriately.