• 제목/요약/키워드: friction connection

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Comparison of CAD/CAM abutment and prefabricated abutment in Morse taper internal type implant after cyclic loading: Axial displacement, removal torque, and tensile removal force

  • Yi, Yuseung;Heo, Seong-Joo;Koak, Jai-Young;Kim, Seong-Kyun
    • The Journal of Advanced Prosthodontics
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    • 제11권6호
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    • pp.305-312
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    • 2019
  • PURPOSE. The purpose of this study was to compare computer-aided design/computer-aided manufacturing (CAD/CAM) abutment and prefabricated abutment in Morse taper internal connection type implants after cyclic loading. MATERIALS AND METHODS. The study was conducted with internal type implants of two different manufacturers (Group Os, De). Fourteen assemblies were prepared for each manufacturer group and divided into 2 groups (n=7): prefabricated abutments (Os-P, De-P) and CAD/CAM abutments (Os-C, De-C). The amount of axial displacement and the removal torque values (RTVs) were measured before and after cyclic loading (106 cycles, 3 Hz with 150 N), and the tensile removal force to dislodge the abutments was measured after cyclic loading. A repeated measures ANOVA and a pattern analysis based on the logarithmic regression model were conducted to evaluate the effect of cyclic loading on the axial displacement. The Wilcoxon signed-rank test and the Mann-Whitney test was conducted for comparison of RTV reduction% and tensile removal forces. RESULTS. There was no significant difference between CAD/CAM abutments and prefabricated abutments in axial displacement and tensile removal force; however, significantly greater RTV reduction% after cyclic loading was observed in CAD/CAM abutments. The correlation among the axial displacement, the RTV, and the tensile removal force was not significant. CONCLUSION. The use of CAD/CAM abutment did not significantly affect the amount of axial displacement and tensile removal force, but presented a significantly greater removal torque reduction% than prefabricated abutments. The connection stability due to the friction at the abutment-implant interface of CAD/CAM abutments may not be different from prefabricated abutment.

고장력 볼트 이음부의 내부 압축응력 분포 (Compressive Stress Distribution of High Tension Bolted Joints)

  • 김성훈;이승용;최준혁;장동일
    • 한국강구조학회 논문집
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    • 제9권2호통권31호
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    • pp.171-179
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    • 1997
  • 고장력 볼트 이음부에서의 힘의 전달은 부재간의 압축력 및 볼트축력에 의하여 외력과 균형을 이룸으로서 형성되어지며, 부재간의 압축력, 도입된 축력의 변화 및 미끄러짐하중 등은 볼트 체결부 및 볼트의 유효강성에 지배된다. 이때 유효강성은 일반적으로 접합부의 유효단면적과 탄성계수의 곱으로 나타내어지지만 접합부재의 유효단면적이 어느 정도가 되는지는 판단하기가 쉽지가 않다. 이를 위해서 종래에는 이음부의 탄성변형에 관계하는 유효단면적을 등가중공원통형으로 가정하여 이에 대한 여러 가지 검토가 이루어졌다. 그러나 이러한 제안식들은 설계상의 목적과 복잡한 계산을 피하기 위하여 매우 단순화시킨 것으로 어느 식이 타당한 지는 단정하기가 어려우며 이에 대한 상세한 해석적인 검토 및 실험적인 검증이 요구된다. 따라서, 본 연구에서는 볼트 축력에 의한 접합부재의 유효단면적 산정과 이에 대한 검증을 위하여 고장력 볼트 이음 시험편에 대해 피로시험을 실시하고 반복하중 재하 후의 마찰면의 형상을 관찰하여 유효마찰 영역을 측정하였으며, 유한 요소법에 의해 수치 해석을 실시하여 내부 압축응력의 분포형상을 밝히고 접촉면상에 발생하는 응력 분포영역을 근사화하므로서 마찰면의 형상과 내부 압축응력의 분포영역과의 관계 그리고 유효단면적의 산정 방법을 고찰하였다.

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보강토 옹벽 전면블록의 마찰특성 평가 (Assessment of Frictional Characteristic for the Segmental Retaining Wall Unit)

  • 김진만;조삼덕;오세용;이대영;백영식
    • 한국지반공학회논문집
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    • 제21권1호
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    • pp.51-58
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    • 2005
  • 최근 국내에서는 지오그리드를 사용한 블록형 보강토옹벽 및 교대 옹벽등의 시공이 급속히 증가하는 추세에 있다. 보강토 공법 및 블록형 옹벽의 개념은 역사적으로 상당히 오래된 개념으로 기원전 $2,500{\sim}3,000$년경에 고대 바빌로니아에서 현재의 보강토 공법과 유사한 방법을 사용하였다. 현재 사용되고 있는 블록형 전면블록은 1960년경에 미국에서 콘크리트 크립(crib) 옹벽시스템으로 소개된 이래 활발히 사용되어 왔다. 본 논문에서는 다양한 실험을 통해 보강토 옹벽용 전면블록과 지오그리드 사이의 마찰특성 평가를 수행하였다.

쉴드터널 라이닝 사다리꼴 세그먼트의 연결방법 개선에 관한 연구 (A Study on the Improvement of Connection for Shield Tunnel Lining Using Trapezoidal Segments)

  • 정형식;김도열;김정수
    • 한국지반공학회논문집
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    • 제15권6호
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    • pp.251-262
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    • 1999
  • 쉴드터널에서 사용이 증가되고 있는 사다리꼴 세그먼트는 연결봉과 연결쐐기를 사용하여 세그먼트를 조립함으로서 터널라이닝을 형성하게 된다. 이 경우 사다리꼴 세그먼트의 테이퍼 각도를 크게 할수록 조립시공이 용이하고, 또한 지수재의 밀림현상을 줄일 수 있지만 반면 연결부의 구조적 안정성은 감소하게 된다. 본 논문에서는 단면형상이 불규칙한 세그먼트와 여러가지 부속재가 3차원적으로 연결되는 쉴드터널에 대해 현장의 시공과정을 모사하여 3차원 해석을 수행하였으며, 사다리꼴 세그먼트의 테이퍼 각도변화$(0^{\citc$\mid$,\; 10${\circ},\; 20^{\circ})$에 따른 연결부의 작용력을 구하여 연결부에 대한 마찰저항력 시험결과와 비교, 분석함으로서 연결부에 대한 개선방안을 모색하였다.

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Modeling of cyclic bond deterioration in RC beam-column connections

  • Picon-Rodriguez, Ricardo;Quintero-Febres, Carlos;Florez-Lopez, Julio
    • Structural Engineering and Mechanics
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    • 제26권5호
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    • pp.569-589
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    • 2007
  • This paper presents an analytical model for RC beam-column connections that takes into account bond deterioration between reinforcing steel and concrete. The model is based on the Lumped Damage Mechanics (LDM) theory which allows for the characterization of cracking, degradation and yielding, and is extended in this paper by the inclusion of the slip effect as observed in those connections. Slip is assumed to be lumped at inelastic hinges. Thus, the concept of "slip hinge", based on the Coulomb friction plasticity theory, is formulated. The influence of cracking on the slip behavior is taken into account by using two concepts of LDM: the effective moment on an inelastic hinge and the strain equivalence hypothesis. The model is particularly suitable for wide beam-column connections for which bond deterioration dominates the hysteretic response. The model was evaluated by the numerical simulation of five tests reported in the literature. It is found that the model reproduces closely the observed behavior.

Laminate composites behavior under quasi-static and high velocity perforation

  • Yeganeh, E. Mehrabani;Liaghat, G.H.;Pol, M.H.
    • Steel and Composite Structures
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    • 제22권4호
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    • pp.777-796
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    • 2016
  • In this paper, the behavior of woven E-glass fabric composite laminate was experimentally investigated under quasi-static indentation and high velocity impact by flat-ended, hemispherical, conical (cone angle of $37^{\circ}$ and $90^{\circ}$) and ogival (CRH of 1.5 and 2.5) cylindrical perforators. Moreover, the results are compared in order to explore the possibility of extending quasi-static indentation test results to high velocity impact test results in different characteristics such as perforation mechanisms, performance of perforators, energy absorption, friction force, etc. The effects of perforator nose shape, nose length and nose-shank connection shapes were investigated. The results showed that the quasi-static indentation test has a great ability to predict the high velocity impact behavior of the composite laminates especially in several characteristics such as perforation mechanisms, perforator performance. In both experiments, the highest performance occurs for 2.5 CRH projectile and the lowest is related to blunt projectiles. The results show that sharp perforators indicate lower values of dynamic enhancement factor and the flat-ended perforator represents the maximum dynamic enhancement factor among other perforators. Moreover, damage propagation far more occurred in high velocity impact tests then quasi-static tests. The highest damage area is mostly observed in ballistic limit of each projectile which projectile deviation strongly increases this area.

비구면 유리렌즈 성형용 SiC 코어의 DLC 코팅에 관한 연구 (A Research on DLC Thin Film Coating of a SiC Core for Aspheric Glass Lens Molding)

  • 박순섭;원종호
    • 한국정밀공학회지
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    • 제27권12호
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    • pp.28-32
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    • 2010
  • Technical demands for aspheric glass lens formed in market increases its application from simple camera lens module to fiber optics connection module in optical engineering. WC is often used as a metal core of the aspheric glass lens, but the long life time is issued because it fabricated in high temperature and high pressure environment. High hard thin film coating of lens core increases the core life time critically. Diamond Like Carbon(DLC) thin film coating shows very high hardness and low surface roughness, i.e. low friction between a glass lens and a metal core, and thus draw interests from an optical manufacturing industry. In addition, DLC thin film coating can removed by etching process and deposit the film again, which makes the core renewable. In this study, DLC films were deposited on the SiC ceramic core. The process variable in FVA(Filtered Vacuum Arc) method was the substrate bias-voltage. Deposited thin film was evaluated by raman spectroscopy, AFM and nano indenter and measured its crystal structure, surface roughness, and hardness. After applying optimum thin film condition, the life time and crystal structure transition of DLC thin film was monitored.

웨이브 및 웨이브-슬릿 열전달촉진 휜-관 열교환기의 공기측 압력강하 및 열전달 특성에 관한 실험 (Experimental study of air side pressure drop and heat transfer characteristics of wave and wave-slit fin-tube heat exchangers)

  • 윤백;길용현;박현연;유국철;김영생
    • 설비공학논문집
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    • 제10권5호
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    • pp.589-599
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    • 1998
  • Air side heat transfer and pressure drop for fin-tube heat exchanger with wave and wave-slit fins were measured for various fin spacings and number of tube rows. Outer diameter of the tube including fin collar is 10.07mm, and experiments were done with dry surface condition. Longitudinal and transverse tube spacings of the heat exchangers are 21.65mm and 25mm respectively, and wave depth of the wave fin is 2mm. Experiments were conducted for 1, 2 and 3 rows and 3 different fin spacings, 1.3, 1.5 and 1.7mm. An attempt was made to demonstrate advantage of the enhanced fins over the plane fin by introducing the concept of fan power, Effect of the number of tube rows on heat transfer was discussed in connection with general mechanisms of heat transfer enhancement for fin-tube heat exchanger. Also the effect of hydrophilic coating was investigated. Lastly, correlations for Colburn j-factor and friction factor were developed.

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Numerical study on the deflections of steel-concrete composite beams with partial interaction

  • Mirambell, Enrique;Bonilla, Jorge;Bezerra, Luciano M.;Clero, Beatriz
    • Steel and Composite Structures
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    • 제38권1호
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    • pp.67-78
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    • 2021
  • The use of composite beams with partial interaction, with less shear connectors than those required for full interaction, may be advantageous in many situations. However, these beams tend to show higher deflections compared to beams with full interaction, and codified expressions for the calculation of such deflections are not fully developed and validated. Thus, this paper presents a comprehensive numerical study on the deflections of steel-concrete composite beams with partial interaction. Efficient numerical models of full-scale composite beams considering material nonlinearities and contact between their parts have been developed by means of the advanced software ABAQUS, including a damage model to simulate the concrete slab. The FE models were validated against experimental results, and subsequently parametric studies were developed to investigate the influence of the shear connection degree and the coefficient of friction in the deflection of composite beams. The comparison of predicted deflections using reference codes (AISC, Eurocode-4 and AS-2327.1) against numerical results showed that there are still inaccuracies in the estimation of deflections for the verification of the serviceability limit state, according to some of the analyzed codes.

海洋 亂流境界層內 斷續性의 流體力學的 意義 (FLUID DYNAMIC IMPLICATIONS OF THE INTERMITTENCY OF TURBULENT MOMENTUM TRANSPORT IN THE OCEANIC TURBULENT BOUNDARY LAYER)

  • 정종율;체스터이그로쉬
    • 한국해양학회지
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    • 제18권2호
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    • pp.104-110
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    • 1983
  • 海洋 亂流境界層內 亂流運動量輸送의 斷續性 現象에 對하여 그 本質을 把握 하고 流體力學的 인 의미를 규명하기 위한 영구를 기원했다.또한 단속성 현상과 작비현상의 상호관계도 아울러 연구했다. 본 연구를 통해 난류경계층내에서도 중간층에 속하는 z/h=0.067층에서는 단속성의 크기가 평균난류운동량 수송의 408배의 달하고 상부층 즉 z/h=0.1층에서는 270배에 달함이 밝혀져,이제까지 보고되었던 Gordon(1974)이나 Heathersaw(1974)의 30배의 월등히 크다는 것이 새로운 사실이다. 일부 학자들은 단속성현상을 자기현상의 반영 또는 자기의 유통계의 부딪혀 나타나는 현상이라고 해석한바 있으나 (Gordon,1974; Heathersaw,1974),본 연구에서 밝혀진바에 의하면,이는 마찰 Reynolds 수가>$10^{5}$인 실제해양의 난류경계층내 난류운동의 특징이라는 사실이다.

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