• Title/Summary/Keyword: 고정지지

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Finite Element Analysis of Stress Distribution on Supporting Bone of Cement Retained Implant by Oblique Loading (경사하중에 따른 시멘트 유지형 임플란트 지지골의 유한요소법 응력 분포)

  • Lee, Myung-Kon
    • The Journal of the Korea Contents Association
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    • v.14 no.9
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    • pp.343-349
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    • 2014
  • The dental osseointegration implant should be enough to endure occlusion load and it's required to have efficient design and use of implant to disperse the stress into bones properly. Solidworks as a finite element analysis program for modeling and analysis of stress distribution was used for the research. The simple crown model was designed on applying conjoined condition with tightening torque of 20 Ncm of a abutment screw between a cement retained implant abutment and a fixture. A $45^{\circ}$ oblique loading from lingual to buccal side on buccal cusps of crown and performed finite element analysis by 100 N of external load. The results by a analysis for stress distribution of supporting bones of fixture were as below. The von Mises stress was concentrated on the upper side of supporting compact bone regardless of the diameters and lengths of fixture, and the efficiency result of stress reduction was increase of fixture's diameter than it's length. Therefore, it's effective to use wider fixture as possible to the conditions of supporting jaw bone.

Clinical Evaluation of Implant-Supported Fixed Prostheses (임플란트-지지 고정성 보철물의 임상적 상태에 대한 평가)

  • Park, Chan-Yong;Yun, Mi-Jung;Huh, Jung-Bo;Jeong, Chang-Mo;Jeon, Yeong-Chan
    • Journal of Dental Rehabilitation and Applied Science
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    • v.29 no.4
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    • pp.317-326
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    • 2013
  • This study was to compare the cumulative survival rate of implant-supported fixed prostheses and to analyze association between risk factors and cumulative survival rate of implant-supported fixed prostheses. In order to assess the clinical status of implant-supported fixed prostheses, individuals who treated in the Department of Prosthodontics, Pusan National University Dental Hospital, between 2000 to 2007 were examined. The results of this study were as follows: 1. Length of service of implant-supported fixed prostheses was $6.6{\pm}32.0$ years (mean), 11.7 years (median). 2. Age and sex of patient was found to have no statistically significant influence on longevity of implant-supported fixed prostheses (P>.05). 3. Reason of tooth extraction wax found to have statistically significant influence on implant-supported fixed prostheses (P<.05). The longevity of fixed prostheses was low in tooth extraction case due to periodontal disease (median:9.0 years). 4. Location of implant-supported fixed prostheses was found to have statistically significant influence on longevity of fixed prostheses (P<.05). The longevity of fixed prostheses was low in molar region (median:8.8 years). 5. Number of units in implant-supported fixed prostheses was found to have no statistically significant influence on longevity of fixed prostheses (P>.05). 6. Condition of opposing dentition was found to have no statistically significant influence on longevity of implant-supported fixed prostheses (P>.05). 7. Food impaction (40.5%), porcelain fracture (25.8%), screw loosening (23.6%) were frequent complications.

Seismic Response Analysis of Support-Isolated Equipment in Primary Structure (감진계통 지지부가 설치된 기기의 지진해석)

  • Kim, Young Sang;Lee, Dong Guen
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.12 no.2
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    • pp.35-42
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    • 1992
  • The effectiveness of the support-isolation system for the equipment mounted on the primary structure is evaluated to reduce its responses under the earthquake load with considering the interaction between the primary structure and the internal equipment in this paper. A computer code (KBISAP) is developed to analyze the above system using the matrix condensation technique and constant average acceleration method. To evaluate the effectiveness of the support-isolation system, three systems are used in this study as follows: i) fixed-base structure with support-fixed equipment, ii) base-isolated structure with support-fixed equipment and iii) fixed-base structure with support-isolated equipment. The results of case study show that the acceleration of equipment with the support-isolation system is less than that of the support-fixed equipment in the base-isolated structure and significantly reduced the response compared with that of the support-fixed equipment in the fixed-base structure with the reduction factor of 8. The support-isolation system used in this study can reduce the response and also increase the safety margin of the important safety-related internal equipments.

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Development of Patient-Immobilizing Device for Total Body Irradiation (TBI) (전신 방사선치료(Total Body Irradiation, TBI)를 위한 한국인에 맞는 환자 고정장치에 관한 연구)

  • 김명세
    • Progress in Medical Physics
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    • v.13 no.3
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    • pp.114-119
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    • 2002
  • A immobilizing device that is essential for correct lung and lens shielding with homogenous dose distribution in fractionated total body irradiation was developed and it's efficiency was evaluated. The main frame was made of stainless steel bar (5 cm in diameter) to withstand up to 230 cm in height and 100 kg in weight to prevent any injury even in unconsciousness condition. The saddle was designed to adjust the body weight and hight of standing patients. Chest and back supporter were made of 1 cm acryl which could fix the lung block and cassette holder. Leather and sponge pedding were used for head rest to keep patients comfortable. The device was strongly fixed by specially designed bolts on the bottom panel which was made of 1 cm stainless steel and 10 cm thick wooden board. Precise manipulation ($\pm$2 mm) was possible by upper two pulleys and side handles. Average four minutes twenty five seconds were needed for exact setting in fractionated TBI. No significant difference of lung block location on repeated verification films was confirmed and relatively homogeneous dose distribution was measured in rando phantom experiments and patient treatments ($\pm$5%). This immobilizing device was very efficient to keep correct position of patients, which is essential for better result and less complication in fractionated TBI.

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Elastic Critical Loads of Rectangular Plates Under Patch toads (부분 분포하중이 재하된 직4각형 평판의 임계하중)

  • Lee, Soo-Gon;Kim, Soon-Chul;Song, Yong-Yuk;Song, Sang-Yong
    • Proceedings of the Computational Structural Engineering Institute Conference
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    • 2002.10a
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    • pp.549-556
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    • 2002
  • 주변이 Kinney의 정의에 따른 부분 고정도를 가지고 지지된 직4각형 평판이 부분 분포하중을 받고 있을 때의 안정해석을 유한 요소법으로 수행하였다. 수치해석에서 고려한 변수는 평판의 변장비 (=λ)와 부분 분포하중 작용폭 (=γ) 및 부분 고정도 (=f) 값이다. 여기서 특히 f=0.0 은 주변이 단순지지를 표시하고 f=1.0은 고정지지를 뜻하는데 수치해석에서는 f=0.0, 0.2, …, 1.0으로 변화시켰다. 유한 요소법으로 산정한 판의 좌굴계수 변화는 각각의 변장비에 대하여 나머지 두 개의 매개변수를 변랑으로 하는 대수 함수식으로 표시하였다. 제안한 대수식으로 추정한 임계하중치와 유한 요소법으로 산정한 임계하중치 간의 상관계수는 모든 변장비에 대하여 거의 단위치 (ρ=1.0)에 가까웁다. 따라서 제안한 대수 함수식은 구조 설계자들의 판 설계 및 안정 검토시에 유익한 자료로 이용될 수 있다.

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Vibration Characteristics for 11.4 MW Class Marine Generator using Rigid Support (고정지지를 갖는 11.4 MW급 선박용 발전기의 진동 특성)

  • Dao, Vuong Quang;Barro, Ronald D.;Kim, Hyojung;Lee, Donchool
    • Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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    • 2013.10a
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    • pp.585-588
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    • 2013
  • Electric motor with reduction gear systems are being adopted recently as main propulsion on the special-purposed ships. These specialized ships or offshore vessels require higher power rating generators for propulsion and accommodation power supply. This study investigated the cause of exciter components failure in the view of excessive vibration, force or abnormal ship motion in service. Countermeasures are proposed to address the exciter component failure. A 1.4 MW class dual-fuel engine generator using rigid foundation for a LNG carrier was used as research model.

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Influence of Column Base Rigidity on Behavior of Steel Buildings (강구조물 지지부의 강성도가 구조물 거동에 미치는 영향)

  • 권민호;박문호;장준호;박순응
    • Journal of the Computational Structural Engineering Institute of Korea
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    • v.15 no.1
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    • pp.165-172
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    • 2002
  • Generally, the steel rigid frame has been analyzed using finite element analysis tools. While many efforts have been poured into the understanding and accurate prediction for the nonlinear behavior of the columns and beam-columns connections, the base of the columns are modeled as simply hinged or fixed. However, the base of the steel columns practically is neither fixed not hinged. It behaves as semi-rigid. In this paper, the supports of the columns we modeled as semi-rigid and the importance of such approach in moment-resisting columns is evaluated. Two typical buildings designed by the US specification are modeled and analyzed by the finite element based on stiffness method and flexibility method. The column bases of three-story buildings are modeled as rotational springs with a varying degree of stiffness and strength that simulates the semi-rigidity of the base. Depending on the degree of stiffness and strength, the semi-rigidity varies from the hinged to the fixed. Buildings with semi-rigid column bases behaves similarly to the building with fixed bases. It has been numerically observed through the pushover and nonlinear time history analyses that the decrease of the stiffness of the column base induces the rotational demand on the int air beams. an increase of rotation demands on the first store connections and lead to a soft-story mechanists Due often to the construction and environmental effects, undesired reduction of column base stiffness may cause an increase of rotation demands on the first store connections and lead to a soft-story mechanism.

A High Power and Precision Ultrasonic Linear Motor (고출력 고정도 초음파 리니어 모터)

  • Yun, C.H.;Kim, W.S.;Jung, T.W.;Cha, H.R.;Kim, J.C.;Lee, S.K.
    • Proceedings of the KIEE Conference
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    • 2006.07b
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    • pp.667-668
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    • 2006
  • 최근 반도체산업과 광산업 분야에서 고정도의 위치제어 및 고출력 구동이 가능한 초음파 리니어 모터에 대한 관심이 증가되고 있다. 저자는 공진시스템으로 지지하는 고출력 초음파 리니어 모터를 제안해왔다. 이 모터 시스템은 주목할만한 동작 안정성과 제어능력을 달성 하였지만 모터의 공진 주파수가 예압, 열등의 외부의 요인에 의해 변하게 될 때, 모터는 공진 시스템에 의한 지지 메커니즘이 고정된 공진 주파수만을 가지게 되어 안정적인 구동을 이루기 어렵게 되었다. 본 연구는 고강성 지지를 위해 한 진동자에 세 지지점을 가지는 새로운 모터를 설계 하여 시스템의 위치제어 능력에 대해 조사 하였다. 고강성을 띄는 세점 지지부는 모터를 확실히 지지 할 수 있지만, 진동 모드에 영향을 미치지 않는다. 20 mm의 지름을 가지는 모터를 이용하여 기계적 최대 출력은 75N, 무부하 최대속도 0.45 m/s를 달성하였다. PID 피드백 제어 시스템을 적용시켜 6 kg의 스테이지를 100 nm의 정도를 가지고 200 mm/s로 위치 제어를 달성하였다.

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Generator stator wedge tightness test using an accelerometer (가속도 진동센서를 이용한 발전기 고정자 Wedge 조임력 측정방법)

  • Kim, Jong-Seo;Kim, Yong-Sik;Cheon, Young-Sig
    • Proceedings of the KIEE Conference
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    • 2011.07a
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    • pp.951-952
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    • 2011
  • 발전소에 설치된 대용량 발전기는 고정자 권선을 지지하기 위해 축 방향으로 삽입된 슬롯 Wedge의 지지압력이 느슨해지면 절연파괴와 같은 각종 사고가 발생할 수 있다. 이를 예방하기 위해 주기적으로 Wedge 조임 상태를 점검하고 있으나 그동안 작업자의 손가락 감각으로 평가하던 방법을 가속도 진동 센서를 이용하여 주파수 스펙트럼을 분석함으로써 발전기 고정자 Wedge 조임 상태를 객관적으로 판정할 수 있도록 방법을 고안하였다.

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Comparison of treatments for maxillary full denture and mandibular implant-supported fixed prosthesis in completely edentulous patients: A case report (완전 무치악 환자에서 상악 총의치와 하악 임플란트 지지 고정성 보철 치료를 위한 치료법 비교: 증례 보고)

  • Jin-Won Han;Se-Wook Pyo;Jae-Seung Chang;Sunjai Kim
    • The Journal of Korean Academy of Prosthodontics
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    • v.61 no.1
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    • pp.73-81
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    • 2023
  • There are various approaches to treatment for patients with fully edentulous jaw. In maxilla, it is easy to obtain sufficient stability, support, and retention with the traditional full denture method. In mandible, however, there are difficulties caused by anatomical limitations. In this case, treatment with implants can be considered. If it is difficult to place implants in posterior area, a fixed complete denture can be considered, using 4 - 5 implants anterior to mental foramen. This approach has changed in many ways, such as surgical methods and materials used, over the years. This case report compares two approaches and their changes over time, especially in the cases of mandibular fixed prostheses using implants, paired with maxillary complete denture.