• 제목/요약/키워드: friction-joint coefficient

검색결과 63건 처리시간 0.026초

휨을 받는 고장력볼트 체결부에서 과대공에 따른 사용성에 관한 연구 (A Study on Serviceability of Oversized Bolt Hole in High-Tension Bolt Joint Subjected to Bending)

  • 박정웅;양승현;장석인
    • 한국산학기술학회논문지
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    • 제10권10호
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    • pp.2831-2836
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    • 2009
  • 고장력볼트를 이용한 강부재의 연결부에서 마찰력을 초과하는 설계하중이 작용하여 미끄럼이 발생하는 점을 기점으로 볼트와 모재의 전단강도 및 지압강도에 의해 설계하중을 지지하게 된다. 미끄럼량은 볼트의 장력, 접촉면의 마찰계수, 모재구멍내에서 볼트의 위치에 따라 결정되어 질 수 있다. 본 연구에서는 모재 및 덮개판에 대하여 볼트구멍의 크기를 변화시켜 제작된 고장력볼트 체결부에 순수굽힘과 인장력이 작용하는 경우 표준공과 과대공에 따른 미끄럼을 측정하고 비교분석하였다. 표준공을 가지는 경우보다 과대공을 가지는 경우에 $74\sim94%$ 작은 하중에서 미끄럼이 발생하였다. 인장력을 받는 부재에서는 과대공치수가 클수록 미끄럼 하중비가 작게 나타났으며 모재의 과대공치수가 덮개판의 과대공치수보다 미끄럼하중변화와 연관성이 많은 것으로 나타났다.

일정 수직강성 조건하 화강암 인장절리의 전단거동 특성 (Shear Behavior of Rough Granite Joints Under CNS Conditions)

  • 박병기;이창수;전석원
    • 터널과지하공간
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    • 제17권3호
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    • pp.203-215
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    • 2007
  • 암반의 역학적 변형거동과 안정성은 불연속면의 역학적 특성에 크게 좌우되기 때문에 터널이나 암반구조물의 안정성 해석 및 설계를 위해서는 반드시 암반 불연속면의 역학적 성질을 규명할 필요가 있다. 지하암반 절리면의 실제 거동을 실내에서 정확히 모사하기 위해 본 연구에서는 일련의 일정 수직강성 조건하 직접 전단시험을 수행하여 초기 수직응력, 전단속도 그리고 절리면의 거칠기가 거친 화강암 절리면의 전단거동특성에 미치는 영향을 살펴보았다. 일정 수직강성 조건에서 거친 암석절리에 대한 시험 결과 전단거동은 일반적으로 1차 정점 전단응력에서의 전단응력 감소 정도에 따라 크게 두 가지 형태의 전단거동을 보이는 것으로 구분되었다. 초기 수직응력이 증가함에 따라 정점 전단변위와 1차 정점 전단응력은 증가하지만 마찰각과 정점 마찰계수의 경우 감소하는 것으로 나타났으며, 전단강성과 평균마찰계수의 경우는 초기 수직응력에 영향을 받지 않는 것으로 나타났다. 거친 절리에 대한 전단속도의 영향은 초기 수직응력이 낮은 경우 일부 전단변수들에서 약간 관찰되었으나 수직응력이 증가함에 따라 대부분의 전단시험 결과변수들에서 전단속도의 영향은 미미하였다. 거칠기에 따른 전단거동의 변화를 분석하였으나 명확한 관련성이 나타나는 경우보다 시료간의 편차가 심한 경우가 많았다.

The comparative study of pure and pulsed DC plasma sputtering for synthesis of nanocrystalline Carbon thin films

  • Piao, Jin Xiang;Kumar, Manish;Javid, Amjed;Wen, Long;Jin, Su Bong;Han, Jeon Geon
    • 한국진공학회:학술대회논문집
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    • 한국진공학회 2016년도 제50회 동계 정기학술대회 초록집
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    • pp.320-320
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    • 2016
  • Nanocrystalline Carbon thin films have numerous applications in different areas such as mechanical, biotechnology and optoelectronic devices due to attractive properties like high excellent hardness, low friction coefficient, good chemical inertness, low surface roughness, non-toxic and biocompatibility. In this work, we studied the comparison of pure DC power and pulsed DC power in plasma sputtering process of carbon thin films synthesis. Using a close field unbalanced magnetron sputtering system, films were deposited on glass and Si wafer substrates by varying the power density and pulsed DC frequency variations. The plasma characteristics has been studied using the I-V discharge characteristics and optical emission spectroscopy. The films properties were studied using Raman spectroscopy, Hall effect measurement, contact angle measurement. Through the Raman results, ID/IG ratio was found to be increased by increasing either of DC power density and pulsed DC frequency. Film deposition rate, measured by Alpha step measurement, increased with increasing DC power density and decreased with pulsed DC frequency. The electrical resistivity results show that the resistivity increased with increasing DC power density and pulsed DC frequency. The film surface energy was estimated using the calculated values of contact angle of DI water and di-iodo-methane. Our results exhibit a tailoring of surface energies from 52.69 to $55.42mJ/m^2$ by controlling the plasma parameters.

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PHYSICAL PROPERTIES OF FRESH RED PEPPER

  • W. J. La;D. B. Song;Lee, S. K.;Lee, T. K.
    • 한국농업기계학회:학술대회논문집
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    • 한국농업기계학회 2000년도 THE THIRD INTERNATIONAL CONFERENCE ON AGRICULTURAL MACHINERY ENGINEERING. V.III
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    • pp.578-585
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    • 2000
  • Geometrical characteristics of fresh red pepper(Capsicum annuum L.) were measured and indexed to define some important geometrical characteristics, and malformation of body and fruit stalk which are necessary for the design of the equipments for cutting, spreading and alignment of red pepper in developing a fruit stalk remover of fresh red pepper. The effects of bending of body and fruit stalk on the equipments of cutting, spreading and alignment were studied. The maximum lengths of some parts of fresh red pepper were found to be 180 mm, 125 mm, 144 mm, 67 mm and 76 mm for the body, the bent part of body, the fruit stalk, the bent part and the straight part of fruit stalk, respectively. The fresh red pepper with bending indices more than 0.4 and 0.3 for the body and the fruit stalk, respectively, was defined to be malformed based on the result of cutting rate using cutting unit; while the other ones to be normal in shape. Based on this, among the total fresh red peppers tested, 47%, 40% and 20% were found malformed for the body, the fruit stalk, and for both of the body and the fruit stalk. Malformed red peppers were poorer in spreading and alignment than normal ones, and the processed quantity was decreased with increased feed rate. The required time for the malformed peppers to pass on the alignment plate inclined at 30 increased rapidly at 8.3 Hz with increased feed rate. For the fresh red peppers with average moisture content of 85%,w.b., the maximum tensile strength between fruit stalk and body was 88.1 N; the maximum cutting resistances were 92.1 N and 94.9 N for the fruit stalk-calyx joint and body, respectively. Average coefficients of static friction were 0.99, 0.62, 0.59 and OJ, respectively, for the surfaces of rubber, galvanized iron, acryl and plywood.

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Self-Piercing Rivet 접합공정의 수치예측에 미치는 리벳 유동응력의 영향 (Influence of the Flow Stress of the Rivet on the Numerical Prediction of the Self-Piercing Rivet (SPR) Joining)

  • 김성호;배기현;송정한;박근영;박남수
    • 소성∙가공
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    • 제29권5호
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    • pp.257-264
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    • 2020
  • This paper is concerned with the influence of the plastic property of the rivet on the numerical prediction of the Self-Piercing Rivet (SPR) Joining. In order to predict the plastic property of the rivet, a ring compression specimen was directly fabricated from the rivet used for the mechanical joining of dissimilar materials, and the FE analysis together with the ring compression test was iteratively carried out by changing the plastic property of the rivet. For reliable FE analysis, a friction coefficient was estimated based on a friction calibration curve, measuring the reductions in inner diameter and height of the ring specimen after the compression test. From each simulation result, the force-displacement curves were then compared from each other so as to obtain the rivet plastic property that shows good agreement with the experimental result. The SPR joining between GA590 1.0t and Al5052 2.0t was conducted, and the numerical prediction was performed with the use of the plastic property evaluated based on the inverse analysis and the one referred from Mori et al. [11]. Comparison of the experiment and the numerical predictions in terms of the interlock and bottom thickness revealed that the reliable evaluation of the plastic property of the rivet is necessary for the trustworthy numerical prediction of the SPR joining.

부재 및 고장력볼트 구멍치수에 따른 미끄러짐계수의 실험적 연구 (Experimental Study on the Slip Coefficient with Member Type and Dimensions of High Tension Bolt Hole)

  • 양승현
    • 한국산학기술학회논문지
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    • 제13권9호
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    • pp.4277-4283
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    • 2012
  • 고장력볼트 마찰이음에서 접촉면의 표면상태에 따라 다양한 값을 갖는 미끄러짐계수는 볼트의 축력과 미끄러짐하중에 의해 결정되어진다. 또한 접촉면적은 미끄러짐하중에 영향을 미치게 되므로 볼트구멍에 따라 변하는 접촉면적은 미끄러짐계수와 상관관계를 갖게 된다. 본 연구에서는 부재의 종류, 볼트의 직경 및 볼트구멍의 크기에 따른 미끄러짐계수와 미끄러짐하중의 변화를 파악하기 위하여 32개의 시험편을 제작하여 휨시험 및 인장시험을 실시하였다. 과대볼트구멍으로 제작된 시험편의 미끄러짐하중은 표준볼트구멍으로 제작된 미끄러짐하중의 80%이상의 강도를 발휘하였으며 설계 미끄러짐강도를 상회하였다. 또한 과대볼트구멍으로 제작된 시험편과 표준볼트구멍으로 제작된 시험편의 순단면적비와 미끄러짐비간에는 상당한 상관성을 가지는 것으로 나타났다. 그러나 시험결과가 각 시험체에 따라 다소의 차이를 보이는 것은 미끄러짐계수의 중요한 파라메타인 고장력볼트의 도입축력이 감소하기 때문인 것으로 판단된다. 볼트구멍 크기의 증가는 미끄러짐 계수 뿐 아니라 볼트 축력의 감소를 야기시키므로 설계강도의 감소를 초래하는 것은 자명한 사실이지만 외국의 경우와 같이 구조적 안정을 위협하지 않는 범위 내에서 볼트구멍에 대한 규정에 유연성을 갖는 것도 시공성과 효율성에 긍정적인 요소가 될 것으로 기대된다.

평행링크형 발가락을 갖는 4족 보행로봇 발의 비평탄 지면 착지 성능 (Landing Performance of a Quadruped Robot Foot Having Parallel Linked Toes on Uneven Surface)

  • 홍예선;윤승현;김민규
    • 한국정밀공학회지
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    • 제26권10호
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    • pp.47-55
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    • 2009
  • In this study, a robot foot having toes for firm stepping on uneven surface is proposed. The toes are connected to the lower leg by parallel links so that the lower leg can rotate in the rolling and pitching directions during stance phase without ankle joint. The landing performance of the foot on uneven surface was evaluated by relative comparison with that of the most common foot making point contact with the walking surface, since the test conditions considering real uneven surface could be hardly defined for its objective evaluation. Anti-slip margin(ASM) was defined in this study to express the slip resistance of a robot foot when it lands on a projection with half circular-, triangular- or rectangular cross section, assuming that uneven surface consists of projections having these kind of cross sections in different sizes. Based on the ASM analysis, the slip conditions for the two feet were experimentally confirmed. The results showed that the slip resistance of the new foot is not only higher than that of the conventional point contact type foot but also less sensitive to the surface friction coefficient.

Abrasion of abutment screw coated with TiN

  • Jung, Seok-Won;Son, Mee-Kyoung;Chung, Chae-Heon;Kim, Hee-Jung
    • The Journal of Advanced Prosthodontics
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    • 제1권2호
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    • pp.102-106
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    • 2009
  • STATEMENT OF PROBLEM. Screw loosening has been a common complication and still reported frequently. PURPOSE. The purpose of this study was to evaluate abrasion of the implant fixture and TiN coated abutment screw after repeated delivery and removal with universal measuring microscope. MATERIAL AND METHODS. Implant systems used for this study were Osstem and 3i. Seven pairs of implant fixtures, abutments and abutment screws for each system were selected and all the fixtures were perpendicularly mounted in liquid unsaturated poly-esther with dental surveyor. After 20 times of repeated closing and opening test, the evaluation for the change of inner surface of implant and TiN-coated abutment screw, and weight loss were measured. Mann-Whitney test with SPSS statistical software for Window was applied to analyze the measurement of weight loss. RESULTS. TiN-coated abutment screws of Osstem and 3i showed lesser loss of weight than non-coated those of Osstem and 3i (P < .05, Mann-Whitney test). CONCLUSION. Conclusively, TiN coating of abutment screw showed better resistance to abrasion than titanium abutment screw. It was concluded that TiN coating of abutment screw would reduce the loss of preload with good abrasion resistance and low coefficient of friction, and help to maintain screw joint stability.

EFFECT OF TIN COATING OF ABUTMENT SCREW ON DETORQUE FORCE

  • Kim, Hee-Jung;Choe, Han-Cheol;Chung, Chae-Heon
    • 대한치과보철학회지
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    • 제45권3호
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    • pp.329-338
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    • 2007
  • Purpose. The aim of this study is to evaluate the effect of TiN coating of abutment screw on the unscrewing torque. Material and methods. Titanium and Gold-Tite abutment screws were classified into two groups, Group A and C respectively, as control groups. Titanium abutment screws with TiN coatings were also classified into two groups, Group B and D, as experimental ones. Group A and B were tightened to 20 Ncm input torque, and Group C and D were tightened to 32 Ncm torque. Detorque values were measured with digital torque gauge during repeated closing and opening experiment. Results. Abutment screws with TiN coating (Group B and D) showed statistically significant higher mean detorque values than those of Group A and C. Discussion. Physical properties of TiN coating, such as low friction coefficient, high hardness and wear resistance, might contribute to higher detorque values. Conclusion. It is suggested that TiN coating of abutment screw help to reduce the risk of screw loosening and improve the stability of screw joint.

Coastal Environments 블록 적용을 위한 연결부 강도평가 (Evalution for Joints of Coastal Environments Blocks)

  • 김춘호;김광진
    • 한국구조물진단유지관리공학회 논문집
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    • 제13권6호통권58호
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    • pp.176-182
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    • 2009
  • 단조롭고 자연친화적이지 못한 기존 연안블록의 설계 및 시공으로 인하여, 연안침식방지 블록이 효과적으로 제 기능을 발휘하지 못하고 또 다른 피해가 발생되고 있다. 국민소득의 증대와 Waterfront 개념의 빠른 확산으로 연안 어항의 낙후된 시설개선 등에 많은 사업이 추진되고 있으나 이러한 용도에 맞는 자연 친화형 구조물이 개발된 바 없어 기존의 Solid Block, Igloo Block, Tunnel Block 등이 일부 현장에 적용되고 있는 실정이다. 선박이 계류하는 안벽이나 물양장 등에서 항내 진입파와 항파 등으로 인한 반사파의 발생에 의한 공진현상으로 항내파고가 높아져 정온도유지가 어렵고 선박의 계류 및 하역에 지장을 주게 되며, 선박과의 충돌 발생으로 인한 소형선박의 손괴 발생율이 높은 실정이므로 새로운 형태의 블록(Block)개발이 필요하다. 이에 따라 개발한 C.E.(Coastal Environments)블록을 현장에서 사용하기 위해서는 전단키 부분의 내하력 평가가 요구 된다. 따라서, 본 연구는 C.E. 블록의 연결부 시험편을 제작하여 C.E.블록 경계면의 마찰실험을 실시하였으며, 실험에서 얻은 C.E.블록 연결부의 마찰계수를 유한요소 해석에 사용하여 C.E.블록의 블록과 블록 접촉면의 마찰 계수를 산정하고자 한다.