• 제목/요약/키워드: Element group

검색결과 1,229건 처리시간 0.031초

Extended-FEM for the solid-fluid mixture two-scale problems with BCC and FCC microstructures

  • Sawada, Tomohiro;Nakasumi, Shogo;Tezuka, Akira;Fukushima, Manabu;Yoshizawa, Yu-Ichi
    • Interaction and multiscale mechanics
    • /
    • 제2권1호
    • /
    • pp.45-68
    • /
    • 2009
  • An aim of the study is to develop an efficient numerical simulation technique that can handle the two-scale analysis of fluid permeation filters fabricated by the partial sintering technique of small spherical ceramics. A solid-fluid mixture homogenization method is introduced to predict the mechanical characters such as rigidity and permeability of the porous ceramic filters from the micro-scale geometry and configuration of partially-sintered particles. An extended finite element (X-FE) discretization technique based on the enriched interpolations of respective characteristic functions at fluid-solid interfaces is proposed for the non-interface-fitted mesh solution of the micro-scale analysis that needs non-slip condition at the interface between solid and fluid phases of the unit cell. The homogenization and localization performances of the proposed method are shown in a typical two-dimensional benchmark problem whose model has a hole in center. Three-dimensional applications to the body-centered cubic (BCC) and face-centered cubic (FCC) unit cell models are also shown in the paper. The 3D application is prepared toward the computer-aided optimal design of ceramic filters. The accuracy and stability of the X-FEM based method are comparable to those of the standard interface-fitted FEM, and are superior to those of the voxel type FEM that is often used in such complex micro geometry cases.

Sinfony 간접복합수지와 비귀금속합금간의 전단결합강도와 파절양상 (Shear Bond Strength and Failure Mode between Sinfony Indirect Composite Resin and Non Precious Metal)

  • 민병록;정인성
    • 대한치과기공학회지
    • /
    • 제30권2호
    • /
    • pp.79-86
    • /
    • 2008
  • The purpose of this study was to investigate the effect retention element formed by metal surface treatment method on the bond strength of indirect composite resin and metal. The metal specimens were cast from Ni-Cr alloy($Rexillium^{(R)}$ III). They were divided into 5 groups by applied retention element: $50{\mu}m$ aluminium oxide sandblasting group, $250{\mu}m$ aluminium oxide sandblasting group, 0.2mm retention crystal group, 10% $H_{2}SO_{4}$ solution etching group, $110{\mu}m$ $Rocatec^{TM}$ Plus system group. Total 50 metal specimens were veneered with Sinfony indirect composite resin system. Specimens were tested for shear bond strength on an Instron universal testing machine and fracture mode of fractured specimens were analyzed by SEM and EDS. 1. 0.2 mm retention crystals were most effective in improving the resin-metal shear bond strength (p<0.05). 2. Sandblasting by $250{\mu}m$ aluminium oxide were more effective than sandblasting by $50{\mu}m$ aluminium oxide in improving the resin-metal shear bond strength(p<0.05). 3. Fracture mode of resin-metal fractured surface were cohesive failure mode in 0.2mm retention crystal, mixed failure mode in sandblasted specimens, etched specimens and the specimens sandblasted with $110{\mu}m$ $Rocatec^{TM}$ Plus system.

  • PDF

Krill-Derived Phosphatidylserine Improves TMT-Induced Memory Impairment in the Rat

  • Shim, Hyun-Soo;Park, Hyun-Jung;Ahn, Yong-Ho;Her, Song;Han, Jeong-Jun;Hahm, Dae-Hyun;Lee, Hye-Jung;Shim, In-Sop
    • Biomolecules & Therapeutics
    • /
    • 제20권2호
    • /
    • pp.207-213
    • /
    • 2012
  • The present study examined the effects of krill-derived phosphatidylserine (Krill-PS) on the learning and memory function and the neural activity in rats with trimethyltin (TMT)-induced memory deficits. The rats were administered vehicle (medium-chain triglyceride: MCT) or Krill-PS (50, 100 mg/kg, p.o.) daily for 21 days. The cognitive improving efficacy of Krill-PS in TMT-induced amnesic rats was investigated by assessing the Morris water maze test and by performing choline acetyltransferase (ChAT), acetylcholinesterase (AChE) and cAMP responsive element binding protein (CREB) immunohistochemistry. The rats with TMT injection showed impaired learning and memory of the tasks and treatment with Krill-PS produced a significant improvement of the escape latency to find the platform in the Morris water maze at the $2^{nd}$ and $4^{th}$ day compared to that of the MCT group (p<0.05). In the retention test, the Krill-PS+MCT groups showed increased time spent around the platform compared to that of the MCT group. Consistent with the behavioral data, Krill-PS 50+MCT group significantly alleviated the loss of acetylcholinergic neurons in the hippocampus and medial septum compared to that of the MCT group. Treatment with Krill-PS significantly increased the CREB positive neurons in the hippocampal CA1 area as compared to that of the MCT group. These results suggest that Krill-PS may be useful for improving the cognitive function via regulation of cholinergic marker enzyme activity and neural activity.

IGBT 인버터 구동 저압 유도전동기 고정자 권선의 과도전압 해석 (Analysis of Voltage Distribution in the Stator Winding of Low-Voltage Induction Motor driven by IGBT PWM Inverter)

  • 김창화;이용한;안호진;황돈하;박도영;허익구;최병원
    • 대한전기학회:학술대회논문집
    • /
    • 대한전기학회 2000년도 하계학술대회 논문집 B
    • /
    • pp.690-692
    • /
    • 2000
  • In this paper voltage distribution in the windings of an inverter fed induction motor is studied. High frequency parameters of the induction motor are calculated using finite element analysis. With these parameters. a high frequency equivalent circuit of the inverter-cable-motor is formed. The transient analysis is performed using ATP-EMTP package to estimate the voltage distribution in the motor windings.

  • PDF

Horizontal pullout capacity of a group of two vertical plate anchors in clay

  • Bhattacharya, Paramita;Kumar, Jyant
    • Geomechanics and Engineering
    • /
    • 제5권4호
    • /
    • pp.299-312
    • /
    • 2013
  • The horizontal pullout capacity of a group of two vertical strip plate anchors, placed along the same vertical plane, in a fully cohesive soil has been computed by using the lower bound finite element limit analysis. The effect of spacing between the plate anchors on the magnitude of total group failure load ($P_{uT}$) has been evaluated. An increase of soil cohesion with depth has also been incorporated in the analysis. For a weightless medium, the total pullout resistance of the group becomes maximum corresponding to a certain optimum spacing between the anchor plates which has been found to vary generally between 0.5B and B; where B is the width of the anchor plate. As compared to a single plate anchor, the increase in the pullout resistance for a group of two anchors becomes greater at a higher embedment ratio. The effect of soil unit weight has also been analyzed. It is noted that the interference effect on the pullout resistance increases further with an increase in the unit weight of soil mass.

지능형 학교시설을 위한 요소기술 도출에 관한 기초연구 -초등학교 학사.행정업무자동화 시스템(OA: Office Automation), 건물관리자동화 시스템(BA: Building Automation), 교육정보화 시스템(TC: Telecommunication)을 중심으로- (A Basic Study on Selecting Element Technologies for Intelligent School -Focused on the Elementary School OA(Office Automation), BA(Building Automation), TC(Telecommunication)-)

  • 이범석;이주용;노윤석;유수훈;이호정
    • 교육시설
    • /
    • 제14권4호
    • /
    • pp.25-33
    • /
    • 2007
  • The purpose of this study is to develop the category, intelligent element technologies and detail items for application of intelligent school. The result of this study will be a basic data to improve the intelligent school. For this purpose, analyze domestic and foreign intelligent system and through interview, survey with professional group, developed item was evaluated and for verifying and reappraising the items the researcher visited and interviewed teachers of three elementary schools. Developed intelligent items were composed of twelve basic technologies and fifty-four detail technologies.

들로네이-보로노이 삼각요소생성기법에 있어서 인접성유지와 요소재생성과정을 위한 단순알고리즘 연구 (A SIMPLE ALFORITHM FOR MAINTAINING ACJACENCY AND REMESHENG PROECSS IN DELAUNAY-VORONOII TRIANGULATION)

  • 송영준
    • 전산구조공학
    • /
    • 제6권3호
    • /
    • pp.99-112
    • /
    • 1993
  • 유한요소생성기법중 삼각요소를 생성하는 들로네이-보로노이 기법은 반복되는 국지적 요소재편을 통하여 요소망을 완성하는 기법으로 적응유한요소법의 적용에 이점이 되고 있다. 이 방법의 요체는 재편대상이 되는 요소군의 형성과 이를 대체하는 요소생산의 과정이다. 이를 간편하게 해결하는 방법으로 요소의 인접성을 나타내는 행렬을 새로이 도입하고 이에 따르는 단순 알고리즘을 제시하여 일반 PC급 이용자들도 본 요소생성기법을 이용한 적응유한요소해석의 실질적인 적용가능성을 제고하였다.

  • PDF

Analysis of pile-up/sink-in during spherical indentation for various strain hardening levels

  • Shankar, S.;Loganathan, P.;Mertens, A. Johnney
    • Structural Engineering and Mechanics
    • /
    • 제53권3호
    • /
    • pp.429-442
    • /
    • 2015
  • The measurement from the indentation process depends on the amount of pile-up or sink-in around the contact impressions. In this paper, finite element concept is utilized to study the pile-up and sink-in behaviour for the wide range of materials with different young's modulus, yield stresses, strain-hardening exponents and coefficient of friction values. The exact indentation model is created by using the two dimensional axisymmetrical model for simulating the spherical indentation process on the lines of Taljat and Pharr (2004) work. The result shows that during spherical indentation process the amount of pile-up is greatly influenced by the strain hardening exponents in addition to other material properties and depth of penetration. The numerical results from the finite element analysis are also validated using the exact multilinear material properties obtained from the tensile testing for the materials like mild steel, brass and aluminium.

Existing concrete dams: loads definition and finite element models validation

  • Colombo, Martina;Domaneschi, Marco;Ghisi, Aldo
    • Structural Monitoring and Maintenance
    • /
    • 제3권2호
    • /
    • pp.129-144
    • /
    • 2016
  • We present a methodology to validate with monitoring data finite element models of existing concrete dams: numerical analyses are performed to assess the structural response under the effects of seasonal loading conditions, represented by hydrostatic pressure on the upstream-downstream dam surfaces and thermal variations as recorded by a thermometers network. We show that the stiffness effect of the rock foundation and the surface degradation of concrete due to aging are crucial aspects to be accounted for a correct interpretation of the real behavior. This work summarizes some general procedures developed by this research group at Politecnico di Milano on traditional static monitoring systems and two significant case studies: a buttress gravity and an arch-gravity dam.

Nonlinear Analysis of RC Structures using Isogeometric RM Shell Element

  • Park, Kyoung Sub;LEE, Sang Jin
    • Architectural research
    • /
    • 제20권1호
    • /
    • pp.9-16
    • /
    • 2018
  • Nonlinear analysis of reinforced concrete (RC) structures is performed by using isogeometric Reissner-Mindlin (RM) shell element. The elasto-plastic constitutive model is employed to express the nonlinear behavior of concrete material and the equivalent smeared steel layer is introduced to represent steel reinforcement. The arc-length control method is used to produce the entire load-displacement path of RC structures. Finally, three benchmark tests are carried out to verify the performance of the present shell element. From isogeometric analysis, the present results show a good agreement with experimental results and it is provided as future benchmark test solutions.