• 제목/요약/키워드: Modulus Function

검색결과 494건 처리시간 0.027초

임프란트 매식시 해면골질의 차이에 따른 치밀골 상 응력분석 (The FEM Analysis on the Crestal Cortical Bone around the Implant according to the Cancellous Bone Density and Loading Positions)

  • 정신영;김창현
    • 구강회복응용과학지
    • /
    • 제23권1호
    • /
    • pp.69-78
    • /
    • 2007
  • This study was performed to compare the stress distribution pattern in the crestal cortical bone and cancellous bone using 3-dimensional finite element stress analysis when 2 different Young's modulus(high modulus, model 1; low modulus, model 2) of cancellous bone was assumed. For the analysis, a finite element model was designed to have two square-threaded implants fused together and located at first and second molar area. Stress distribution was observed when vertical load of 200N was applied at several points on the occlusal surfaces of the implants, including central fossa, points 1.5mm, 2mm, 3mm and 3.5mm buccally away from central fossa. The results were as follows; 1. In both model, the maximum Von-Mises stress in the crestal cortical bone was greater when the load was applied at the central point, points 1.5mm and 2mm buccally away from central fossa than other cases. 2. In the cortical bone around first and second molar, model 2 showed greater Von-Mises stress than model 1. It is concluded that when the occlusal contact is afforded, the distribution of stress varies depending on the density of cancellous bone and the location of loading. More favorable stress distribution is expected when the contact load is applied within the diameter of fixtures.

Miced-MCMA 적응 블라인드 등화 알고리즘 (Adaptive Blind Equalization Algorithm based on Mixed-Modified Constant Modulus Algorithm)

  • 정영화
    • 정보학연구
    • /
    • 제1권2호
    • /
    • pp.39-53
    • /
    • 1998
  • CMA나 MCMA 적응 블라인드 등화 알고리즘은 특별한 형태의 신호점을 원하는 신호점로 간주하므로써 완전한 등화에 도달시에도 원래의 신호점과의 불일치로 인한 오차가 불가피하다. 본 논문에서는 축소 신호점 대신에 결정된 원래의 신호점을 이용한 새로운 오차함수를 도입하여 빠른 수렴 속도로 정상상태에 도달하며, 정상상태에서의 오차를 크게 개선한 새로운 적응 블라인드 등화 알고리즘을 제안한다. 컴퓨터 모의실험을 통하여 제안한 알고리즘이 반송파 위상 복원을 가지는 CMA 및 MCMA등과 같은 CMA 계열의 적응 블라인드 등화 알고리즘들에 비해 잔류 심볼간 간섭과 수렴 속도면에서 향상된 성능을 가짐을 확인 하였다.

  • PDF

가변 분산을 갖는 시그모이드 비선형성을 이용한 가변 모듈러스 알고리즘 (A Variable Modulus Algorithm using Sigmoid Nonlinearity with Variable Variance)

  • 김철민;최익현;오길남
    • 한국콘텐츠학회:학술대회논문집
    • /
    • 한국콘텐츠학회 2005년도 추계 종합학술대회 논문집
    • /
    • pp.649-653
    • /
    • 2005
  • 눈 모형이 닫혀있는 등화 초기에 축소 신호점을 적용한 시그모이드 비선형성으로 오차신호를 추정하면, 기존 연판정의거 알고리즘의 문제점인 고차 신호점을 적용 시 계산 복잡도가 증가하고 수렴속도가 저하되는 단점을 개선할 수 있다. 시그모이드 함수는 평균과 분산 파라미터로 특성이 조절되므로, 분산 값을 조절함에 따라 축소 신호점의 값$(\gamma)$이+$\gamma$와-$\gamma$ 사이의 범위를 가질 수 있다. 본 논문에서는 등화가 올바르게 진행하여 각 신호점에서 군집의 크기가 줄어들 때 분산 값을 가변함으로써 정상상태 성능을 개선할 수 있는 가변 모듈러스 알고리즘(Variable Modulus Algorithm: VMA)을 제안한다.

  • PDF

친환경 저비중 자기보강 복합소재 개발을 위한 공정 변수별 영향도 평가 (Study of Mechanism for Improving Tensile Elastic Modulus of Self-reinforced Composite)

  • 윤덕우;강현민
    • Composites Research
    • /
    • 제28권4호
    • /
    • pp.197-203
    • /
    • 2015
  • 폴리프로필렌 기반 자기보강 복합재는 기지재와 보강재가 동일한 소재로 구성되어 기존 섬유강화 복합재와 달리 섬유와 기지재의 분리없이 바로 재활용이 가능할 뿐 아니라 폴리프로필렌 수준까지 저 비중화가 가능한 고분자 복합재이다. 본 연구에서는 더블벨트 라미네이터 공정기술을 이용하여 압력, 온도, 냉각조건과 같은 공정 변수가 폴리프로필렌으로 제조된 자기보강 복합재의 인장 물성에 미치는 영향을 연구하였다. XRD, DSC를 이용하여 결정구조의 변화에 따라 인장 탄성계수는 0.2~1.2 GPa로 약 6배까지 향상되는 것을 확인하였다. SEM 분석을 통해 함침 정도를 확인함으로써 자기보강 복합재의 함침 후 형상 변화 또한 고찰하였다.

Determination of the Vlasov foundation parameters -quadratic variation of elasticity modulus- using FE analysis

  • Celik, Mecit;Omurtag, Mehmet H.
    • Structural Engineering and Mechanics
    • /
    • 제19권6호
    • /
    • pp.619-637
    • /
    • 2005
  • The objective of this research was to determine the Vlasov soil parameters for quadratically varying elasticity modulus $E_s$(z) of the compressible soil continuum and discuss the interaction affect between two close plates. Interaction problem carried on for uniformly distributed load carrying plates. Plate region was simulated by Kirchhoff plate theory based (mixed or displacement type) 2D elements and the foundation continuum was simulated by displacement type 2D elements. At the contact region, plate and foundation elements were geometrically coupled with each other. In this study the necessary formulas for the Vlasov parameters were derived when Young's modulus of the soil continuum was varying as a quadratic function of z-coordinate through the depth of the foundation. In the examples, first the elements and the iterative FE algorithm was verified and later the results of quadratic variation of $E_s$(z) were compared with the previous examples in order to discuss the general behavior. As a final example two plates close to each other resting on elastic foundation were handled to see their interaction influences on the Vlasov foundation parameters. Original examples were solved using both mixed and displacement type plate elements in order to confirm the results.

Stress intensity factors for double-edged cracked steel beams strengthened with CFRP plates

  • Wang, Hai-Tao;Wu, Gang;Pan, Yu-Yang;Zakari, Habeeb M.
    • Steel and Composite Structures
    • /
    • 제33권5호
    • /
    • pp.629-640
    • /
    • 2019
  • This paper presents a theoretical and finite element (FE) study on the stress intensity factors of double-edged cracked steel beams strengthened with carbon fiber reinforced polymer (CFRP) plates. By simplifying the tension flange of the steel beam using a steel plate in tension, the solutions obtained for the stress intensity factors of the double-edged cracked steel plate strengthened with CFRP plates were used to evaluate those of the steel beam specimens. The correction factor α1 was modified based on the transformed section method, and an additional correction factor φ was introduced into the expressions. Three-dimensional FE modeling was conducted to calculate the stress intensity factors. Numerous combinations of the specimen geometry, crack length, CFRP thickness and Young's modulus, adhesive thickness and shear modulus were analyzed. The numerical results were used to investigate the variations in the stress intensity factor and the additional correction factor φ. The proposed expressions are a function of applied stress, crack length, the ratio between the crack length and half the width of the tension flange, the stiffness ratio between the CFRP plate and tension flange, adhesive shear modulus and thickness. Finally, the proposed expressions were verified by comparing the theoretical and numerical results.

ITERATED ENTIRE FUNCTIONS AND THEIR GROWTH PROPERTIES ON THE BASIS OF (p, q)-TH ORDER

  • Biswas, Tanmay;Choi, Junesang;Das, Pranab;Datta, Sanjib Kumar
    • 호남수학학술지
    • /
    • 제38권1호
    • /
    • pp.169-212
    • /
    • 2016
  • Entire functions have been investigated so popularly to have been divided into a large number of specialized subjects. Even the limited subject of entire functions is too vast to be dealt with in a single volume with any approach to completeness. Here, in this paper, we choose to investigate certain interesting results associated with the comparative growth properties of iterated entire functions using (p, q)-th order and (p, q)-th lower order, in a rather comprehensive and systematic manner.

SOME REMARKS OF THE CARATHÉODORY'S INEQUALITY ON THE RIGHT HALF PLANE

  • Ornek, Bulent Nafi
    • 대한수학회논문집
    • /
    • 제35권1호
    • /
    • pp.201-215
    • /
    • 2020
  • In this paper, a boundary version of Carathéodory's inequality on the right half plane for p-valent is investigated. Let Z(s) = 1+cp (s - 1)p +cp+1 (s - 1)p+1 +⋯ be an analytic function in the right half plane with ℜZ(s) ≤ A (A > 1) for ℜs ≥ 0. We derive inequalities for the modulus of Z(s) function, |Z'(0)|, by assuming the Z(s) function is also analytic at the boundary point s = 0 on the imaginary axis and finally, the sharpness of these inequalities is proved.

Applications of the Schwarz Lemma and Jack's Lemma for the Holomorphic Functions

  • Ornek, Bulent Nafi;Catal, Batuhan
    • Kyungpook Mathematical Journal
    • /
    • 제60권3호
    • /
    • pp.507-518
    • /
    • 2020
  • We consider a boundary version of the Schwarz Lemma on a certain class of functions which is denoted by 𝒩. For the function f(z) = z + a2z2 + a3z3 + … which is defined in the unit disc D such that the function f(z) belongs to the class 𝒩, we estimate from below the modulus of the angular derivative of the function ${\frac{f{^{\prime}^{\prime}}(z)}{f(z)}}$ at the boundary point c with f'(c) = 0. The sharpness of these inequalities is also proved.

PHOTOMETRIC STUDY OF IC 2156

  • TADROSS, A.L.;HENDY, Y.H.M.
    • 천문학회지
    • /
    • 제49권2호
    • /
    • pp.53-57
    • /
    • 2016
  • We present an optical UBVRI photometric analysis of the poorly studied open star cluster IC 2156 using Sloan Digital Sky Survey data in order to estimate its astrophysical properties. We compare these with results from our previous studies that relied on the 2MASS JHK near-infrared photometry. The stellar density distributions and color-magnitude diagrams of the cluster are used to determine its geometrical structure, real radius, core and tidal radii, and its distance from the Sun, the Galactic plane, and the Galactic center. We also estimate, the age, color excesses, reddening-free distance modulus, membership, total mass, luminosity function, mass function, and relaxation time of the cluster.