• 제목/요약/키워드: External Loading Type

검색결과 106건 처리시간 0.024초

임플랜트-지대주의 연결방법에 따른 임플랜트 보철의 유한요소 응력분석 (FINITE ELEMENT STRESS ANALYSIS OF IMPLANT PROSTHESIS ACCORDING TO CONNECTION TYPES OF IMPLANT-ABUTMENT)

  • 허진경;계기성;정재헌
    • 대한치과보철학회지
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    • 제43권4호
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    • pp.544-561
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    • 2005
  • Purpose : This study was to assess the loading distributing characteristics of implant systems with internal connection or external connection under vertical and inclined loading using finite element analysis. Materials and methods : Two finite element models were designed according to type of internal connection or external connection The crown for mandibular first molar was made using cemented abutment. Each three-dimensional finite element model was created with the physical properties of the implant and surrounding bone This study simulated loads of 200N at the central fossa in a vertical direction (loading condition A), 200N at the centric cusp tip in a 15$^{\circ}$ inward inclined direction (loading condition B), or 200N at the centric cusp tip in a 30$^{\circ}$ outward inclined direction (loading condition C) respectively. Von Mises stresses were recorded and compared in the supporting bone, fixture, abutment and abutment screw. Results : 1. In comparison with the whole stress or the model 1 and model 2, the stress pattern was shown through th contact of the abutment and the implant fixture in the model 1, while the stress pattern was shown through the abutment screw mainly in the model 2. 2. Without regard to the loading condition, greater stress was taken at the cortical bone, and lower stress was taken at the cancellous bone. The stress taken at the cortical bone was greater at the model 1 than at the model 2, but the stress taken at the cortical bone was much less than the stress taken at the abutment, the implant fixture, and the abutment screw in case of both model 1 and model 2. 3. Without regard to the loading condition, the stress pattern of the abutment was greater at the model 1 than at the model 2. 4. In comparison with the stress distribution of model 1 and model 2, the maximum stress was taken at the abutment in the model 1. while the maximum stress was taken at the abutment screw in the model 2. 5. The magnitude of the maximum stress taken at the supporting bone, the implant fixture, the abutment, and the abutment screw was greater in the order of loading condition A, B and C. Conclusion : The stress distribution pattern of the internal connection system was mostly distributed widely to the lower part along the inner surface of the implant fixture contacting the abutment core through its contact portion because of the intimate contact of the abutment and the implant fixture and so the less stress was taken at the abutment screw, while the abutment screw can be the weakest portion clinically because the greater stress was taken at the abutment screw in case of the external connection system, and therefore the further clinical study about this problem is needed.

Forced Resonant Type Cutoff Cavity-Backed Slot Antenna Elements for Electromagnetic Power Transmission

  • Kim, Ki-Chai;Kwon, Ick-Seung
    • Journal of electromagnetic engineering and science
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    • 제1권1호
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    • pp.37-42
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    • 2001
  • This paper presents the basic characteristics of a cutoff cavity-hacked slot antenna, for the application of spacetenna, with a feed post and a parasitic post inserted parallel to the slot. This type of antenna might effectively excite the slot and forcibly resonate the cavity by adding external reactance to the parasitic post. The Galerkin\`s method of moments is used to analyze integral equations for the unknown electric current on each post and electric field in the slot. The value of external reactance for forced resonance is discussed by deriving a determining equation, the current distribution on each post and the radiation patterns are considered. The analysis is in excellent agreement with the experiment for the radiation patterns.

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Assessment of transient vibrations of graphene oxide reinforced plates under pulse loads using finite strip method

  • Mirjavadi, Seyed Sajad;Forsat, Masoud;Barati, Mohammad Reza;Hamouda, A.M.S.
    • Computers and Concrete
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    • 제25권6호
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    • pp.575-585
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    • 2020
  • Based on a refined shear deformation finite strip, transient vibrations of graphene oxide powder (GOP) reinforced plates due to external pulse loads have been investigated. The plate has uniformly and linearly distributed GOPs inside material structure. Applied pulse loads have been selected as sinusoidal, linear and blast types. Such pulse loads result in transient vibrations of the GOP-reinforced plates which are not explored before. Finite strip method (FSM) has been performed for solving the equations of motion and then inverse Laplace transform technique has been employed to derive transient responses due to pulse loading. It is reported in this study that the transient responses of GOP-reinforced plates are dependent on GOP dispersions, GOP volume fraction, type of pulse loading, loading time and load locations.

피로균열이 진전할 때 용접잔류응력의 재분포와 그 영향 (Redistribution of Welding Residual Stress and its Effects on Fatigue Crack Propagation)

  • 이용복;조남익
    • Journal of Welding and Joining
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    • 제13권4호
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    • pp.155-162
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    • 1995
  • Redistribution of residual stress and its effects during fatigue crack propagates from tensile residual stress region in weldment are investigated. Tests are performed by using welded CCT specimens of structual rolling steel (SS400) and it makes fatigue crack propagate from tensile residual stress region. For this study tension-tension loading type is selected by external loading condition and magnetizing stress indicator is used correctly to measure redistribution of residual stress according to fatigue crack growth and number of loading cycles. From this result, it is proved that redistribution of residual stress is mainly consist of residual stress released by fatigue crack growth. When fatigue crack propagates from tensile residual stress region residual stress are redistributed and it makes fatigue crack growth rate largely increase. Fatigue crack growth rate is low in case of redistributed residual stress compare with initial distributed residual stress.

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Post-buckling analysis of sandwich FG porous cylindrical shells with a viscoelastic core

  • Foroutan, Kamran;Dai, Liming
    • Steel and Composite Structures
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    • 제45권3호
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    • pp.349-367
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    • 2022
  • In this research, an approach combining a semi-analytical method and an analytical method is presented to investigate the static and dynamic post-buckling behavior of the sandwich functionally graded (FG) porous cylindrical shells exposed to external pressure. The sandwich cylindrical shell considered is composed of a viscoelastic core and two FG porous (FGP) face layers. The viscoelastic core is made of Kelvin-Voigt-type material. The material properties of the FG porous face layer are considered continuous through each face thickness according to a porosity coefficient and a volume fraction index. Two types of sandwich FG porous viscoelastic cylindrical shells named Type A and Type B are considered in the research. Type A shell has the porosity evenly distributed across the thickness direction, and Type B has the porosity unevenly distributes across the thickness direction. The FG face layers are considered in two cases: outside metal surface, inside ceramic surface (OMS-ICS), and inside metal surface, outside ceramic surface (IMS-OCS). According to Donnell shell theory, von-Karman equation, and Galerkin's method, a discretized nonlinear governing equation is derived for analyzing the behavior of the shells. The explicit expressions for static and dynamic critical buckling loading are thus developed. To study the dynamic buckling of the shells, the governing equation is examined via a numerical approach implementing the fourth-order Runge-Kutta method. With a procedure presented by Budiansky-Roth, the critical load for dynamic post-buckling is obtained. The effects of various parameters, such as material and geometrical parameters, on the post-buckling behaviors are investigated.

임플랜트 지대주에 따른 나사 풀림의 연구 (THE INFLUENCE OF IMPLANT FIXTURE-ABUTMENT CONNECTION DESIGN ON SCREW LOOSENING)

  • 문양숙;박상원;방몽숙;양홍서;박하옥
    • 대한치과보철학회지
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    • 제44권2호
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    • pp.174-184
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    • 2006
  • Purpose: Current trend in implant dentistry is changing from external connection to internal connection. To evaluate the splinting of external and internal connection implant on screw loosening, 2-units prosthesis was fabricated with BioPlant $System^(R)$ of external connection type and Lifecore STAGE-1 Single Stage Implant $System^(R)$ of internal connection type. Material and Method: Experimental group is classified into three groups. 1) $G_1-EE$: 2-units prosthesis was fabricated with two Bioplant $System^(R)$ of external connection type. 2) $G_1-EI$: 2-units prosthesis was fabricated with one BioPlant $System^(R)$ of external connection type and one Lifecore STAGE-1 Single Stage Implant $System^(R)$ of internal connection type. 3) $G_1-II$: 2-units prosthesis was fabricated with two Lifecore STAGE-1 Single Stage Implant $System^(R)$ of internal connection type. In fabricating 2-units prosthesis, two hexed abutments are recommended when two implants are installed parallel, otherwise one hexed abutment is used on major occlusal force area and one nonhexed abutment is used on the other area. Since it is rare to find two implants being parallel, it is hard to fabricate prosthesis with passive adaptation using two hexed abutments. It is much more difficult to acquire passive adaptation when using hex abutment compared to nonhex abutment. To evaluate the influence of hexed and nonhexed abutment on screw loosening, 2-units prosthesis was fabricated with hexed and nonhexed abutment. Experimental group is classified into three groups. 1) $G_2-HH$: 2-units prosthesis was fabricated with two hexed abutments. 2) $G_2-HN$: 2-units prosthesis was fabricated with one hexed abutment and one nonhexed abutment. 3) $G_2-NN$: 2-units prosthesis was fabricated with two nonhexed abutments. Result: The results of comparing the detorque value after loading on a each prosthesis periodically are as follows. 1. In splinting group of external and internal connection implant, $G_1-II$ group demonstrated the biggest detorque value, followed by $G_1-EI$ group and $G_1-EE$ group. 2. There is no notable significance between external connection implant of $G_1-EI$ group and $G_1-EE$ group and also no significance between internal connection implant of $G_1-EI$ group and $G_1-II$ group. 3. $G_2-HH$ group showed higher detorque value than $G_2-HN\;and\;G_2-NN$ group. From the results, we can concluded that using both external connection and internal connection implant together is clinically acceptable and in order to acquire a good passive adaptation in fabricating 2-units implant prosthesis we can use two nonhexed abutments.

Investigation of damaged formwork timber beam retrofitting with anchoraged CFRP strip under different loading

  • Abdullah TURER;Ozgur ANIL;Abdulkadir CEVIK;R. Tugrul Erdem
    • Steel and Composite Structures
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    • 제50권6호
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    • pp.689-703
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    • 2024
  • Construction of high-rise structures, formwork systems that can be installed quickly, resistant to external loads, can be used more than once, have become a necessity. Timber and composite timber materials are preferred in the formation of such formwork systems due to their durability, ease of assembly, light weight and easy to use more than one time. Formwork beams are the most commonly used structural component in the formation of such formwork systems, and these beams can be damaged for different reasons during their lifetime. In this study, H20 top P type timber formwork beams with 1800 and 2450 mm length which is among the products of DOKA(c) company is damaged under the effect of static loading up to a high load level of 85% of the maximum ultimate capacity and after being retrofitted using anchored CFRP strips, performance and behavior of the beams under the influence of various loading types such as static, fatigue and impact are investigated experimentally. Two different lengths of retrofitted timber formwork beams were tested by applying monotonic static, fatigue and impact loading and comments were made about the effects of the retrofit method on performance under different loading types.

낮은 C/N 비에서 운영되는 SBR 유형의 Two-Sludge 공정의 질소 제거 특성 (Nitrogen Removal Characteristics in Two-Sludge System of SBR Type Using Sewage Wastewater of Low C/N Ratio)

  • 류홍덕;김학인;이상일
    • 대한환경공학회지
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    • 제28권1호
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    • pp.7-14
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    • 2006
  • 본 연구에서는 도시하수를 이용하여 two-sludge 시스템방식의 SBR3 공정의 질소제거 효율 향상능을 평가하기 위해 기존 재래식 SBR 공정(SBR1) 및 분할주입(step-feeding)을 통해 탈질효율 향상을 도모한 SBR2 공정과의 비교 연구를 수행하였다. 도시하수를 대상으로 한 연구결과 two-sludge 시스템 방식으로 질산화 반응이 별도의 반응조에서 진행되며(external nitrification), 질산화된 질산염은 생흡착된 유기물을 이용하여 효과적으로 탈질되는 SBR3 공정이 SBR1 및 SBR2 반응조에 비해 T-N 제거효율면에서 우수함이 관찰되었다. SBR3 공정과 SBR1 및 SBR2 공정의 T-N 제거효율 차이는 낮은 C/N 비에서 더 크게 관찰되었으며 이는 생흡착 기작을 이용하는 SBR3 공정이 SBR1 및 SBR2 공정에 비해 탈질시 유기물 이용을 효율적으로 함을 의미한다. SBR3 공정은 T-N 유입 부하율에 따른 T-N 제거효율 관계에서도 SBR1 및 SBR2 공정에 비해 성능이 우수함을 관찰할 수 있었다. SBR3 공정이 SBR1 및 SBR2 공정에 비해 높은 T-N 부하율에서도 질소제거효율이 높은 원인은 SBR3 공정이 two-sludge 시스템 방식으로 운영됨에 따라 질화박테리아가 독립된 반응조에서 질산화를 수행하므로(external nitrification) 질산화 반응시 소요되는 수리학적 체류시간을 단축시킬 수 있기 때문이다.

압축 하중사이클을 이용한 양방향 형상기억효과 특성 연구 (Experimental Study on the TWSME Characteristics using Compressive Loading Cycles)

  • 유영익;김현철;이정주;이우용
    • 한국자동차공학회논문집
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    • 제17권4호
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    • pp.101-107
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    • 2009
  • Actuators using shape memory alloys use the one-way shape recovery stress. But when external load is applied the accumulated plastic strain induced by repeated deformation is the factor of generation of uncorrect recovery stress and unreliability. To solve this problem, two-way shape memory effect (TWSME) is considered. TWSME induced by plastic deformation have advantages including simple heating cycle without external force and enough recovery force for using actuators. but there is no research on cylinder-type or tube-type shape memory alloy actuators using two-way shape memory effect until now. Therefore in this study, characteristics of two-way shape memory effect is verified through the compression experiments using cylinder-type and tube-type specimens.

하중 후 임프란트와 지르코니아 지대주 사이의 표면 변화 (Surface Changes between Implant and Zircoina Abutment after Loading)

  • 김문수;조영범;김희중
    • 구강회복응용과학지
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    • 제27권2호
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    • pp.185-195
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    • 2011
  • 본 연구는 외부연결방식(external type)의 임프란트에서 기존의 타이타늄 지대주와 지르코니아 지대주를 각각의 임플란트와 연결하여 하중을 가한 후 임플란트 외부육각기둥(external hexgon)부분 및 platform 표면변화를 FESEM 상으로 관찰하고, 임프란트와 타이타늄 지대주 및 지르코니아 지대주의 Viker's 경도를 측정하였다. 1. 임프란트, 타이타늄 지대주 및 지르코니아 지대주의 Viker's 경도는 각각 평균 $309.80{\pm}11.78$ HV, $318.40{\pm}11.82$ HV, $1495.30{\pm}16.21$ HV였다. 임프란트와 타이타늄 지대주 사이에는 통계학적으로 유의성이 존재하지 않았지만(P>0.05, Anova), 임프란트와 지르코니아 사이에는 통계학적으로 유의성이 관찰되었다(P<0.05, Anova). 2. 10,000번 하중을 가한 후 임플란트 표면변화 관찰에서 타이타늄 지대주 그룹과 지르코니아 지대주 그룹 모두에서 마모가 관찰 되었으며, 지르코니아 지대주에서 보다 현저한 마모양상을 나타내었다. 본 연구에서 표면경도의 차이로 인하여 타이타늄 지대주를 사용할 때보다 지르코니아 지대주를 사용한 경우 임플란트의 external hexagon부분 및 플랫폼의 마모도가 현저하였다.