• 제목/요약/키워드: finite element models

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Brånemark 골유착성 매식체의 금관 수복재료에 따른 지지조직의 응력분석 (The stress analysis of supporting tissues according to crown restorative materials in Brånemark osseointegrated implant)

  • 정관호;배태성;송광엽;박찬운
    • 대한치과보철학회지
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    • 제28권2호
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    • pp.199-215
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    • 1990
  • This study was to analyze the stress distribution of implant and supporting tissue in $Br{\aa}nemark$ osseointegration implant. The analysis has been conducted by using the axisymmetric finite element method and type of model according to crown material. Tests have been performed at 1 kg load on central fossa of crown portion. Each type of model was designed differently according to crown material. 1) Porcelain fused to metal crown(Model A) 2) Composite resin veneered crown(Model B) 3) Acrylic resin veneered crown(Model C) 4) Type III gold crown(Model D) The displacements and stresses of implant and supporting structures were analyzed to investigate the influence of the type of crown material. The results were obtained as follows : 1. Displacement of implant was shown uniformly downward displacement in all models and abutments were observed distally downward displacement. 2. In supporting tissues, stress was concentrated on the crest of compact bone and the spongy bone below implant. 3. The PFM and the type III gold crown showed the largest concentration of stress at the crest of compact bone and the spongy bone below implant, respectively. Acrylic resin artificial teeth and composite resin veneered crown indicated almost the same distribution of stress. 4. The gold screw, the abutment screw and the top of abutment showed the concentration of stress in implants of every model.

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EDISON 프로그램을 사용한 3차원 팽창 피라미드 구조의 최적화 연구 (A study on the optimization of three-dimensional auxetic pyramid structure by using EDISON program)

  • 김규영;김수호;윤기원;김현규
    • 한국항공우주학회지
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    • 제45권9호
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    • pp.807-815
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    • 2017
  • 팽창(auxetic) 구조물은 음의 프와송 비로 거동하는 구조체로, 에너지 흡수 및 파괴 인성 등이 높은 것으로 알려져 있다. 본 논문에서는 최적화의 목적을 음의 프와송비가 높으며 50 N/mm 이상의 강성을 갖는 팽창 구조를 설계하고자한다. 길이, 두께, 각도를 설계 인자로 정의하였고, 응력, 프와송 비 그리고 강성을 반응 요소로서 정의하였다. Box-Behnken 방법을 사용하여 4인자, 3수준 실험 설계를 수행하였고, Edison 프로그램 중 CSD_EPLAST를 사용하여 유한요소 해석을 수행하였다.

Prediction of Cement Volume for Vertebroplasty Based on Imaging and Biomechanical Results

  • Lee, Sung-Jae;Tack, Gye-Rae;Lee, Seung-Yong;Jun, Bong-Jae;Lim, Do-Hyung;Shin, Jung-Woog;Kim, Jeong-Koo;Shin, Kyu-Chul
    • Journal of Mechanical Science and Technology
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    • 제15권7호
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    • pp.1041-1050
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    • 2001
  • Control of bone cement volume (PMMA) may be critical for preventing complications in vertebroplasty, the percutaneous injection of PMMA into vertebra. The purpose of this study was to predict the optimal volume of PMMA injection based on CT images. For this, correlation between PMMA volume and textural features of CT images was examined before and after surgery to evaluate the appropriate PMMA amount. The gray level run length analysis was used to determine the textural features of the trabecular bone. Extimation of PMMA volume was done using 3D visualization with semi-automatic segmentation on postoperative CT images. Then, finite element (FE) models were constructed based on the CT image data of patients and PMMA volume. Appropriate material properties for the trabecular bone were assigned by converting BMD to elastic modulus. Structural reinforcement due to the changes in PMMA volume and BMD was assessed in terms of axial displacement of the superior endplate. A strong correlation was found between the injected PMMA volume and the area of the intertrabecular space and that of trabecular bone calculated from the CT images (r=0.90 and -0.90, respectively). FE results suggested that vertebroplasty could effectively reinforce the osteoporotic vertebra regardless of BMD or PMMA volume. Effectiveness of additional PMMA injection tended to decrease. For patients with BMD well lower than 50mg/ml, injection of up to 30% volume of the vertebral body is recommended. However, less than 30% is recommended otherwise to avoid any complications from excessive PMMA because the strength has already reached the normal level.

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3개의 캐비티를 가지는 냉장고 내상의 3차원 진공 열성형 해석 (Three-Dimensional Thermoforming Analysis of an Inner Case with Three Cavities for Refrigerator)

  • 이호진;안동규;이상훈;기준철;고재홍
    • 대한기계학회논문집A
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    • 제40권5호
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    • pp.505-511
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    • 2016
  • 이 연구에서는 3차원 진공 열성형 해석을 통하여 3개의 캐비티를 가지는 냉장고 내상의 진공 열성형 특성을 분석/고찰 하고자 한다. 3개의 캐비티를 가지는 냉장고 내상 금형의 3차원 모델을 이용하여 냉장고 내상 제품의 기초 성형성을 분석하였다. 고온 인장시험을 수행하여 진공 열성형 재료에 대한 물성데이터 도출과 재료 특성 분석을 하였다. 3개의 캐비티를 가지는 냉장고 내상의 열성형 공정의 세부 공정들을 설계하고 세부 공정들에 적합한 유한요소해석 모델을 개발하였다. 각 세부 공정들에 대한 3차원 유한요소해석을 수행하여 제품의 변형 형상 및 두께 분포를 분석하였다. 최종적으로 3개의 캐비티를 가지는 냉장고 내상의 성형성과 진공 열성형 특성을 고찰하였다.

원주방향 관통균열을 갖는 원통형 쉘 구조의 패치보강 해석 (Analysis of Patched Cylindrical Shells with Circumferential Through-Wall Cracks)

  • 안재석;김영욱;우광성
    • 대한토목학회논문집
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    • 제32권6A호
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    • pp.411-418
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    • 2012
  • 이 연구에서는 수치해석 실험을 통하여, 원주방향 관통균열을 갖는 원통형 쉘의 패치보강 전후의 거동에 대한 평가와 다양한 변수에 따른 패치보강 효과를 분석하였다. 해석 모델의 신뢰성을 높이기 위해, h-법 및 p-법에 기초한 모델링, 두 가지 방법이 동시에 고려되었다. 또한 선형탄성파괴역학 개념에 기초하여 에너지 방출률을 산정하기 위해, 등가영역적분법 및 가상균열확장법이 고려되었다. 해석 예제로서, 먼저 연구에서 수행된 h-법 및 p-법 유한요소 모델을 검증하기 위해, 패치 보강전의 인장력을 받는 관통 균열이 있는 쉘 구조물이 해석되었으며, 해석 결과값들과 여러 참고문헌 값들이 비교되었다. 그리고 패치 보강된 원통형 쉘 시스템에서의 접착제 두께, 접착제 전단탄성계수, 패치 두께, 패치 재료, 균열 길이 등의 여러 설계 변수에 대한 민감도 해석이 수행되었다.

UHPC를 적용한 PS 정착부의 응력해석 (Stress Analysis of PS Anchorage Zone Using Ultra High Performance Concrete)

  • 김지상;최윤석
    • 대한토목학회논문집
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    • 제33권4호
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    • pp.1349-1360
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    • 2013
  • 현재 사용되는 보통 콘크리트를 이용한 PS 정착부는 응력 집중에 의한 복잡한 배근상세로 단면이 커지고, 인장응력에 저항하기 위한 추가적인 철근이 많이 배근되어 시공성이 저하된다. 그러나, 최근 개발된 UHPC를 PS 부재에 적용할 경우 높은 강도와 우수한 역학적 특성으로 인해 단면 축소 및 PS 정착부의 복잡한 배근상세를 단순화 할 수 있을 것으로 기대된다. 따라서, 이 논문에서는 UHPC 재료의 역학적 특성을 적용하여 보통 콘크리트에 비해 단면을 축소하고 별도의 정착장치와 구속철근이 없는 PS 정착부의 역학적 거동을 유한요소해석 방법을 이용하여 수행하였다. 그 결과, 최대 파열응력은 수직균열에 의한 파괴없이 저항할 수 있는 하중재하능력 기준을 만족하였으며, 발생위치는 단면 폭의 0.2배 되는 위치에서 발생하였다. 또, 도로교설계기준에서 제시된 근사해법의 파열력과 유한요소해석 결과를 비교한 결과 구속철근 보강 없이도 파열력에 저항할 수 있는 하중재하능력 기준을 만족하는 결과를 확인 할 수 있었다.

유한요소법 및 다구찌 기법에 의한 소형항공기용 HUMS 하우징 경량화 (Weight Lightening of HUMS Housing for Small Aircraft by Using FEM and Taguchi Method)

  • 김진수;윤대원;박태상;정재은;오재응
    • 한국소음진동공학회논문집
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    • 제23권12호
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    • pp.1045-1055
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    • 2013
  • It is true that the dependency on import is currently high in case of the safety checkup system of domestic airplanes, and it is at the point of time that localization of HUMS for small airplanes is required. In this study, the design factors were selected for the lightweight of HUMS for small airplanes by using Pro-Engineer which is a design tool and Abaqus. 9 models were made through experiment plans with Taguchi method for this, and the each model for weight lightening was selected through vibration analysis and shock analysis while in operation with experiment profile values. After fabricating HUMS, it was verified that as a result of experiment with the same profile values as the analysis, there was similarity between the analyzed values and values of the experiment. As a result of performing weight lightening which is the purpose of the study, electronic performance for small airplanes is assured and a design plan reducing 15 % weight compared to the targeted weight was deduced. Besides, it could be verified that the light weight model satisfied the maximum allowable displacement value of PCB[printed circuit board] and accordingly satisfied electronic properties of HUMS. In this study, the reliability of a product was certified through the result of an experiment on ground. If the reliability of HUMS were verified through a test flight in the future, it is considered that it would make a big contribution to localization of aerospace electronic equipment.

유한요소법과 실험계획법을 이용한 고온 열교환기용 S-관의 형상 최적화 (Shape Optimization of S-tube for Heat Exchanger Used in High Temperature Environment Using FE Analysis and DOE)

  • 정호승;조종래
    • Journal of Advanced Marine Engineering and Technology
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    • 제36권4호
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    • pp.497-503
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    • 2012
  • 본 연구의 목적은 고온, 고압 환경에서 사용되는 열교환기의 전열관에서 발생되는 열팽창에 따른 열응력, 진동과 같은 기계적 특성을 개선시키고, 전열부 체적을 최소화시키는 관점에서 실험계획법을 이용하여 구불구불한 관 형상에 대하여 형상최적화를 수행하였다. S-관 형상에 대하여 부분별 용도를 제시하였고, 형상 최적화를 위해서 형상변수 및 범위를 정한 후, 유한요소해석을 수행하여 형상변수에 따른 구조적 특성을 평가하였고, 요인배치법을 이용하여 형상변수의 주효과를 분석한 후, 반응표면법(Response surface Methodology)을 이용하여 회귀방정식을 구하고, 최적화 툴을 이용하여 최적화를 수행하였다.

유전 알고리듬을 이용한 소형 고속스핀들 시스템의 바-피더 지지부의 위치 최적선정 (Optimum Bar-feeder Support Positions of a Miniature High Speed Spindle System by Genetic Algorithm)

  • 이재훈;김무수;박성훈;강재근;이시복
    • 한국정밀공학회지
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    • 제26권11호
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    • pp.99-107
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    • 2009
  • Since a long work piece influences the natural frequency of the entire system with a miniature high speed spindle, a bar-feeder is used for a long work piece to improve the vibration characteristics of a spindle system. Therefore, it is very important to design optimally support positions between a bar-feeder and a long work piece for a miniature high speed spindle system. The goal of the current paper is to present an optimization method for the design of support positions between a bar-feeder and a long work piece. This optimization method is effectively composed of the method of design of experiment (DOE), the artificial neural network (ANN) and the genetic algorithm (GA). First, finite element models which include a high speed spindle, a long work piece and the support conditions of a bar-feeder were generated from the orthogonal array of the DOE method, and then the results of natural vibration analysis using FEM were provided for the learning inputs of the neural network. Finally, the design of bar-feeder support positions was optimized by the genetic algorithm method using the neural network approximations.

Probabilistic pounding analysis of high-pier continuous rigid frame bridge with actual site conditions

  • Jia, Hongyu;Zhao, Jingang;Li, Xi;Li, Lanping;Zheng, Shixiong
    • Earthquakes and Structures
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    • 제15권2호
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    • pp.193-202
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    • 2018
  • This paper studied the probability of pounding occurred between decks and abutments of a long span high-pier continuous rigid fame bridge subjected to ground motions with local soil effect. A pounding probability analysis methodology has been proposed using peak acceleration at bedrock as intensity measure (IM) for multi-support seismic analysis. The bridge nonlinear finite element (FE) models was built with four different separation distances. Effect of actual site condition and non-uniform spatial soil profiles on seismic wave propagating from bedrock to ground surface is modelled. Pounding probability of the high-pier bridge under multi-support seismic excitations (MSSE) is analyzed based on the nonlinear incremental dynamic analysis (n-IDA). Pounding probability results under uniform excitations (UE) without actual local site effect are compared with that under MSSE with site effect. The study indicates that the required design separation length between deck and abutment under uniform excitations is larger than that under MSSE as the peak acceleration at bedrock increases. As the increase of both separation distance between deck and abutment and the peak acceleration, the probability of pounding occurred at a single abutment or at two abutments simultaneously under MSSE is less than that under UE. It is of great significance considering actual local site effect for determining the separation distance between deck and abutment through the probability pounding analysis of the high-pier bridge under MSSE.