• 제목/요약/키워드: moduli

검색결과 699건 처리시간 0.024초

처짐곡선을 이용한 3층 아스팔트 포장 구조체의 물성 추정에 관한 연구 (A Study on Evaluation of Moduli of 3 Layered Flexible Pavement Structures using Deflection Basins)

  • 김수일;김문겸;유지형
    • 대한토목학회논문집
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    • 제9권1호
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    • pp.97-107
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    • 1989
  • 본 연구에서는 falling weight deflectometer(FWD)시험의 표면 처짐곡선으로부터 3층 아스팔트 포장 구조체의 물성을 추정할 수 있는 역산반복기법을 개발하였다. 안정처리기층과 쇄석기층을 갖는 포장구조체에 대한 요소설계를 실시하여 일련의 해석모델을 설정하고, 다층탄성해석에 의해 이들 해석모델의 이론적 처짐곡선을 산정하여 처짐특성 분석 및 탄성계수 추정식을 구하였다. 반복역산시 추정식에 의한 각 층 탄성계수를 초기 가정치로 하고, 탄성계수 변화율과 처짐 변화율의 관계를 구하여 이들 탄성계수 보정에 사용하였다. 다층탄성해석은 전산 프로그램 SINELA를 이용하였다. 처짐특성 분석을 통한 보다 효율적인 역산반복기법을 전산화하였으며, 수치모델을 통해 그 신뢰성 및 적용성을 검증하였다.

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동전모양 균열이 존재하는 이상복합체의 에너지해방율 산정 (Determination of Energy Release Rate of Penny-shaped Interface Crack on Bimaterial Cylinder)

  • 양성철;서영찬;박종원
    • 한국전산구조공학회논문집
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    • 제15권3호
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    • pp.389-398
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    • 2002
  • 동전모양의 균열이 이상복합 실린더 계면에 존재하는 혼합모드 조건(I, II)에 대해 유한요소법을 사용하여 에너지해방율을 구하였다. 두재료의 탄성비와 노치율을 변화시켜 상업용 FEM 프로그램인 ABAQUS로부터 얻은 결과를 가상 균열법과 J 적분법에 적용하였으며 에너지해방율을 구하여 무차원함수로 표현하였다. 모드 II의 무차원 에너지해방율($\sqrt{G_{II}E^*}/\sqrt[p]{\pi a}$)은 균열길이와 탄성비가 증가되면서 그 값이 증가됨을 알수 있었다. 반면, 모드 I의 무차원 에너지해방율($\sqrt{G_{I}E^*}/\sqrt[p]{\pi a}$)은 탄성비가 증가하면서 그 값이 감소하며, 두재료의 탄성비가 3 이상인 경우에 균열길이가 증가되면서 무차원 에너지해방율이 감소하다가 다시 증가하게 나타났다. 또한 수치해석된 결과치를 무한판 실린더의 응력확대계수에 대한 정해와 비교하여 본 해석의 신뢰성을 확보하였다.

Mesoscale modeling of the temperature-dependent viscoelastic behavior of a Bitumen-Bound Gravels

  • Sow, Libasse;Bernard, Fabrice;Kamali-Bernard, Siham;Kebe, Cheikh Mouhamed Fadel
    • Coupled systems mechanics
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    • 제7권5호
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    • pp.509-524
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    • 2018
  • A hierarchical multi-scale modeling strategy devoted to the study of a Bitumen-Bound Gravel (BBG) is presented in this paper. More precisely, the paper investigates the temperature-dependent linear viscoelastic of the material when submitted to low deformations levels and moderate number of cycles. In such a hierarchical approach, 3D digital Representative Elementary Volumes are built and the outcomes at a scale (here, the sub-mesoscale) are used as input data at the next higher scale (here, the mesoscale). The viscoelastic behavior of the bituminous phases at each scale is taken into account by means of a generalized Maxwell model: the bulk part of the behavior is separated from the deviatoric one and bulk and shear moduli are expanded into Prony series. Furthermore, the viscoelastic phases are considered to be thermorheologically simple: time and temperature are not independent. This behavior is reproduced by the Williams-Landel-Ferry law. By means of the FE simulations of stress relaxation tests, the parameters of the various features of this temperature-dependent viscoelastic behavior are identified.

STALE REDUCTIONS OF SINGULAR PLANE QUARTICS

  • Kang, Pyung-Lyun
    • 대한수학회논문집
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    • 제9권4호
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    • pp.905-915
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    • 1994
  • Let $M_g$ be the moduli space of isomorphism classes of genus g smooth curves. It is a quasi-projective variety of dimension 3g - 3, when $g > 2$. It is known that a complete subvariety of $M_g$ has dimension $< g-1 [D]$. In general it is not known whether this bound is rigid. For example, it is not known whether $M_4$ has a complete surface in it. But one knows that there is a complete curve through any given finite points [H]. Recently, an explicit example of a complete curve in moduli space is given in [G-H]. In [G-H] they constructed a complete curve of $M_3$ as an intersection of five hypersurfaces of the Satake compactification of $M_3$. One way to get a complete curve of $M_3$ is to find a complete one dimensional family $p : X \to B$ of plane quartics which gives a nontrivial morphism from the base space B to the moduli space $M_3$. This is because every non-hyperelliptic smooth curve of genus three can be realized as a nonsingular plane quartic and vice versa. This paper has come out from the effort to find such a complete family of plane quartics. Since nonsingular quartics form an affine space some fibers of p must be singular ones. In this paper, due to the semistable reduction theorem [M], we search singular plane quartics which can occur as singular fibers of the family above. We first list all distinct plane quartics in terms of singularities.

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Multiscale approach to predict the effective elastic behavior of nanoparticle-reinforced polymer composites

  • Kim, B.R.;Pyo, S.H.;Lemaire, G.;Lee, H.K.
    • Interaction and multiscale mechanics
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    • 제4권3호
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    • pp.173-185
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    • 2011
  • A multiscale modeling scheme that addresses the influence of the nanoparticle size in nanocomposites consisting of nano-sized spherical particles embedded in a polymer matrix is presented. A micromechanics-based constitutive model for nanoparticle-reinforced polymer composites is derived by incorporating the Eshelby tensor considering the interface effects (Duan et al. 2005a) into the ensemble-volume average method (Ju and Chen 1994). A numerical investigation is carried out to validate the proposed micromechanics-based constitutive model, and a parametric study on the interface moduli is conducted to investigate the effect of interface moduli on the overall behavior of the composites. In addition, molecular dynamics (MD) simulations are performed to determine the mechanical properties of the nanoparticles and polymer. Finally, the overall elastic moduli of the nanoparticle-reinforced polymer composites are estimated using the proposed multiscale approach combining the ensemble-volume average method and the MD simulation. The predictive capability of the proposed multiscale approach has been demonstrated through the multiscale numerical simulations.

미시역학을 이용한 사질토의 이방적 변형 특성의 해석 (Micromechanical analysis on anisotropic deformation of granular soils)

  • 정영훈;정충기
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2004년도 춘계학술발표회
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    • pp.129-136
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    • 2004
  • Anisotropic characteristics of deformation are important to understand the particular behavior in the pre-failure state of soils. Recent experiments shows that cross-anisotropic moduli of granular soils can be expressed by functions of normal stresses in the corresponding directions, which is closely linked to micromechanical characteristics of particles. Granular soils are composed of a number of particles so that the force-displacement relationship at each contact point governs the macroscopic stress-strain relationship. Therefore, the micromechanical approach in which the deformation of granular soils is regarded as a mutual interaction between particle contacts is one of the best ways to investigate the anisotropic deformation of soils. In this study, a numerical program based on the theory of micromechanics is developed. Modified Hertz-Mindlin model is adopted to represent the force-displacement relationship in each contact point for the realistic prediction of anisotropic moduli. To evaluate the model parameters, a set of analytical solutions of anisotropic moduli is derived in the isotropic stress condition. By comparing the analytical solutions with exact values, we confirm that the analytical solutions can be utilized to evaluate model parameters within the acceptable range of error of 10%.

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다공성 복합재의 파손 강도 예측을 위한 미시역학 전산 해석 (Micromechanical Computational Analysis for the Prediction of Failure Strength of Porous Composites)

  • 양대규;신의섭
    • Composites Research
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    • 제29권2호
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    • pp.66-72
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    • 2016
  • 고온에서 열화학적 분해 현상을 겪는 고분자 기지 복합재료는 기지 내부의 기공도가 급격히 증가한다. 기공의 생성은 재료의 탄성 계수와 파손 강도를 감소시키며, 기공 내부의 가스 압력은 재료의 열기계적 거동에 영향을 준다. 본 논문에서는 기지 내부에 많은 기공이 포함된 일방향 섬유 강화 복합재료의 이차원 대표 체적 요소를 설정하고 유한요소 해석을 수행하였다. 이를 통해 기공 상태에 따른 복합재료의 유효 탄성 계수, 기공 탄성 계수, 파손 강도 등을 산출하였다. 특히, 기지 재료의 특성에 많은 영향을 받는 섬유 수직 방향의 파손 강도가 원래 기지 강도보다 현격히 낮게 산출되며, 기공도가 증가함에 따라 지속적으로 떨어지는 경향을 확인하였다.

고온용 NITINOL 형상기억합금의 열적/기계적 특성 평가 (Thermo-mechanical Characteristics of High Temperature NITINOL Shape Memory Alloy)

  • 윤성호
    • 한국정밀공학회지
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    • 제19권10호
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    • pp.52-59
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    • 2002
  • The thermo-mechanical characteristics of high temperature NITINOL shape memory alloy were evaluated using DSC with small samples and DMA with three-point bending specimens. The shape memory alloy of 54.4Ni/45.5Ti wt.% was used so that the phase transformation temperatures were in the range of 50~11$0^{\circ}C$. Two types of sample were tested in the experiments corresponding to as-received and annealed conditions. Simple beam bending theory was used to calculate the dynamic moduli of the shape memory alloy. According to the results, a large discrepancy in transformation temperatures was found between DSC and DMA techniques. Annealing treatment was found to suppress the R-phase transformation during cooling and the secondary plateau in the austenite transformation. Such a heat treatment was also significantly influenced to raise the transformation temperatures and the moduli of the shape memory alloy.

Dynamic Rheological Studies on Mixtures of Hot Pepper-Soybean Paste and Xanthan Gum

  • Choi, Su-Jin;Yoo, Byoung-Seung
    • Food Science and Biotechnology
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    • 제16권1호
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    • pp.146-149
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    • 2007
  • Dynamic rheological properties of hot pepper-soybean paste (HPSP) mixed with xanthan gum were evaluated at different gum concentrations (0.3, 0.6, and 0.9%) and fermentation times (12 and 24 week). Magnitudes of storage (G') and loss moduli (G") in the HPSP-xanthan gum mixture systems increased with an increase in frequency ($\omega$), while complex viscosity (${\eta}^*$) decreased. G' values were higher than the G" values over most of the frequency range (0.63-63 rad/sec), and were frequency-dependent. The dynamic moduli (G', G", and ${\eta}^*$) of the HPSP-xathan mixtures were lower than those of the control (0% gum). The differences between the dynamic moduli values at 12-week and 24-week fermentation decreased with increasing gum concentration, showing that xanthan gum can be used to stabilize and improve the viscoelastic rheological properties of HPSP. The G' value of the HPSP-xathan mixtures increased with an increase in gum concentration from 0.3 to 0.9%, whereas the G" decreased. The ability of xanthan gum to increase the elastic properties in the HPSP-xanthan mixture systems seemed to be the result of the incompatibility phenomena existing between xanthan gum and glutinous rice starch.

섬유혼합토의 비선형 동적물성치 (Nonlinear Dynamic Properties of Fiber Reinforced Soils)

  • 박철수;황선근;목영진
    • 한국지반공학회논문집
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    • 제19권2호
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    • pp.189-197
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    • 2003
  • 본 논문은 공진주시험과 삼축압축시험을 이용하여 소변형률(0.0001%~l%) 범위에서 섬유혼합토의 변형 특성을 규명하였으며, 최대전단탄성계수를 잣대로 보강효과를 평가하였다. 또한 단섬유의 직경에 대한 길이의 비(형상비), 흙의 중량에 대한 섬유 중량의 섬유혼합비, 단섬유의 종류에 따른 보강효과를 비교 검토하였다. 시료는 주문진 표준사에 폴리프로필렌 재질의 단섬유를 무작위로 배합하여 사용하였다. 섬유혼합토의 최대전단탄성계수는 비혼합토에 비해 최대 30%까지 증가하였고, 비선형 영역에서의 전단탄성계수 감소량도 억제되었다. 형상비가 증가할수록 최대전단 탄성계수는 증가하고, 단사에 비해 망사의 보강 효과가 큰 것으로 나타났다. 섬유혼합비는 0.3 % 부근에서 보강효과가 가장 커, 최적인 것으로 확인되었다.