• 제목/요약/키워드: moduli

검색결과 696건 처리시간 0.026초

프레셔미터 시험을 이용한 전단탄성계수 감쇠 특성 평가 (Estimation of Shear Moduli Degradation Characteristics from Pressuremeter Tests)

  • 권형민;정충기
    • 대한토목학회논문집
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    • 제29권3C호
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    • pp.105-113
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    • 2009
  • 프레셔미터 시험은 하중에 따른 변위 곡선에 기초하여 지반의 변형특성을 평가할 수 있는 시험 방법으로 현장의 응력 상태 및 토체의 입자 구조를 그대로 반영하여 지반의 비선형적인 변형특성을 평가할 수 있는 장점을 지니고 있다. 본 연구에서는 교란의 영향을 최소화 할 수 있는 하중 재재하 곡선을 이용하여 전단탄성계수의 감쇠 특성을 평가할 수 있는 시험및 해석 방법을 제안하고 있다. 하중 제하-재재하 과정에서 발생될 수 있는 원지반과의 응력 차이를 고려하여 최대 전단탄성계수를 산정하고, 재재하 곡선의 감쇠 특성과 결합하여 변형률 크기에 따라 감쇠되는 전단탄성계수의 특성을 평가하고 있다. 이를 위하여, 대형 압력 토조를 이용하여 다양한 지반 조건에서 프레셔미터 시험을 수행하였으며, 벤더 엘리먼트 시험및 공진주 시험을 통하여 전단탄성계수 감쇠 특성을 평가, 비교하였다.

NONEXISTENCE OF A CREPANT RESOLUTION OF SOME MODULI SPACES OF SHEAVES ON A K3 SURFACE

  • Choy, Jae-Yoo;Kiem, Young-Hoon
    • 대한수학회지
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    • 제44권1호
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    • pp.35-54
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    • 2007
  • Let $M_c$ = M(2, 0, c) be the moduli space of O(l)-semistable rank 2 torsion-free sheaves with Chern classes $c_1=0\;and\;c_2=c$ on a K3 surface X, where O(1) is a generic ample line bundle on X. When $c=2n\geq4$ is even, $M_c$ is a singular projective variety equipped with a holomorphic symplectic structure on the smooth locus. In particular, $M_c$ has trivial canonical divisor. In [22], O'Grady asks if there is any symplectic desingularization of $M_{2n}$ for $n\geq3$. In this paper, we show that there is no crepant resolution of $M_{2n}$ for $n\geq3$. This obviously implies that there is no symplectic desingularization.

불확실한 물성치를 갖는 복합재료 적층 평판의 파괴 예측 (Prediction of the Onset of Failures in Composite Laminated Plates with Uncertain Material Properties)

  • 김태욱;신효철
    • 대한기계학회논문집A
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    • 제24권1호
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    • pp.259-268
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    • 2000
  • Because of their superior mechanical properties to isotropic materials, composite laminated plates are used for many structural applications that require high stiffness-to-weight and strength-to-weight ratios. Composite materials are always subject to a certain amount of scatter in their elastic moduli, but most analyses and designs with the materials are usually conducted by assuming that the material properties are fixed and have no uncertainties. In this paper, a convex modeling approach is introduced to take account of such uncertainties in elastic moduli. It is used with the finite element method to predict the onset of failures in composite laminated plates subject to in-plane loading. Numerical results show that failures begin at the smaller load when the uncertainties of elastic moduli considered and therefore, such uncertainties should be considered at the design stage for the safety and reliability of the structures.

필라멘트 와인딩된 링시편을 이용한 인장특성 평가 (Evaluation of Tensile Properties Using Filament Wound Ring Specimens)

  • 윤성호;김천곤;조원만
    • 대한기계학회논문집
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    • 제19권6호
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    • pp.1479-1489
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    • 1995
  • In this study, tensile strength and modulus were evaluated for a filament wound ring specimen by split disk test and compared with the theoretical values obtained by the rule of mixtures. The circumferentially wound ring specimens were prepared from 4 types of material systems. The results showed that the measured strengths of the composite systems were considerably lower than the theoretical values due to the local bending stresses around the split disk edges. for the measurement of elastic moduli of the filament wound ring specimens, the effect of friction on the strain of the ring must be taken into account. But the effect of friction between the split disk fixture and the ring specimen can be eliminated by averaging the moduli for loading and unloading state with maintaining the same crosshead rates. The measured elastic moduli of ring specimens showed very good agreement with the theoretical values.

Dynamic Rheological Invest igation of Hot Pepper-soybean Paste Mixed with Acetylated Starch: Effect of Storage Time and Temperature

  • Yoo, Byoung-Seung
    • Food Science and Biotechnology
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    • 제17권5호
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    • pp.1119-1121
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    • 2008
  • The effects of storage time (0, 1, and 2 month) and temperature (5, 15, and $25^{\circ}C$) on the dynamic rheological properties of hot pepper-soybean paste (HPSP) mixed with acetylated starches (AS) were studied by small-deformation oscillatory measurements. Dynamic moduli (G', G", and $\eta^*$) values of HPSP-AS mixtures increased with an increase in storage time and also decreased with increasing storage temperature. However, dynamic moduli values of the control (no added AS) were independent on storage time and temperature. Tan $\delta$ values (ratio of G"/G') in all HPSP samples did not change much with an increase in storage time and temperature. After 2 months of storage, the dynamic moduli of the HPSP-AS mixture samples were much lower than those of the control, indicating that the addition of AS can inhibit the retrogradation that developed over a long period of storage. Structural and rheological properties of HPSP samples seem to be stabilized by the presence of AS.

LOCI OF RATIONAL CURVES OF SMALL DEGREE ON THE MODULI SPACE OF VECTOR BUNDLES

  • Choe, In-Song
    • 대한수학회보
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    • 제48권2호
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    • pp.377-386
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    • 2011
  • For a smooth algebraic curve C of genus g $\geq$ 4, let $SU_C$(r, d) be the moduli space of semistable bundles of rank r $\geq$ 2 over C with fixed determinant of degree d. When (r,d) = 1, it is known that $SU_C$(r, d) is a smooth Fano variety of Picard number 1, whose rational curves passing through a general point have degree $\geq$ r with respect to the ampl generator of Pic($SU_C$(r, d)). In this paper, we study the locus swept out by the rational curves on $SU_C$(r, d) of degree < r. As a by-product, we present another proof of Torelli theorem on $SU_C$(r, d).

매크로 탄성 계수에 미치는 마이크로 크랙의 영향 평가 (An Evaluation of the Effect of Micro-cracks on Macro Elastic Moduli)

  • 강성수;김홍건
    • 한국공작기계학회논문집
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    • 제15권5호
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    • pp.97-103
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    • 2006
  • A meso-scale analysis method using the natural element method, which is a kind of meshless method, is proposed for the analysis of material damage of brittle microcracking solids such as ceramic materials, concrete and rocks. The microcracking is assumed to occur along Voronoi edges in the Voronoi diagram generated using the nodal points as the generators. The mechanical effect of microcracks is considered by controlling the material constants in the neighborhood of the microcracks. The macro elastic moduli of anisotropic as well as isotropic solids containing a number of randomly distributed microcracks are calculated in order to demonstrate the validity of the proposed method.

초음파 공진 분석법을 이용한 건식공정 핵연료 소결체의 탄성계수 측정 (Elastic Modulus Measurement of a Dry Process Fuel Pellet by Resonant Ultrasound Spectroscopy)

  • 류호진;강권호;문제선;송기찬;정현규;정용무
    • 한국분말재료학회지
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    • 제11권4호
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    • pp.314-321
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    • 2004
  • The elastic moduli of simulated dry process fuels with varying composition and density were measured in order to analyze the mechanical properties of a dry process fuel pellet. Resonant ultrasound spectroscopy(RUS) which can determine all elastic moduli with one set of measurements for a rectangular parallelepiped sample was used to measure the elastic moduli of UO$_{2}$ and simulated dry process fuel. The simulated dry process fuel showed a higher value of Young's modulus than UO$_2$ due to the presence of metallic precipitates and solid solution elements in the UO$_{2}$ matrix. The correlation between Young's modulus and porosity(P) of simulated dry process fuel was found to be 231.4-651.8 P (GPa) at room temperature. Dry process fuel with a higher burnup showed higher Young's modulus because total content of fission product element was increased.

댐 계측지진 활용 사력죤 물성 역산법 검증 사례 연구 (A Case Study on Verification of Inverse Calculation of Dynamic Properties of Rockfill Zone using Microearthquake Records)

  • 하익수;오병현
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2010년도 춘계 학술발표회
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    • pp.759-764
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    • 2010
  • In this study, from the comparison of the results obtained by 3 dimensional dynamic analyses using the inverse-calculated properties and those by calculating using the real earthquake records, the inverse calculation method for obtaining the dynamic properties of rockfill materials was verified. The fundamental frequency of the dam was determined by analyzing the response spectrum of observed records. By repeated dynamic analyses for various shear moduli of rockfill material, the shear moduli in the rockfill zone that satisfy the relationship between the fundamental frequency obtained by analysis of the observed records and that by numerical analyses were determined. Using the determined shear moduli, the 3 dimensional dynamic analyses for the dam were carried out and the result were compared with the real response characteristics on the crest of the dam.

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비위생 매립토의 역학적 물성 (Mechanical Properties of Municipal Solid Wastes)

  • 목영진;김대일;조은혁
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2005년도 춘계 학술발표회 논문집
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    • pp.1377-1383
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    • 2005
  • Mechanical properties of Municipal Solid Wastes(MSW) and their influencing parameters were studied by using a series of triaxial compression tests and resonant column tests. The shear strength of MSW can be modeled by a bilinear failure criterion. As the unit weight increasing, cohesion and internal friction were increased linearly on semi-log scale. As the proportion of waste to soil increases, maximum shear moduli tend to decrease whereas minimum damping ratios increase. Shear moduli and damping of degradable waste are higher than those of non-degradable MSW.

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