• 제목/요약/키워드: Ring Crack

검색결과 99건 처리시간 0.03초

탄화규소 세라믹의 충격손상 및 강도저하에 미치는 입자의 재질 및 크기의 영향 (Influences of Particle Property and Its Size Impact Damage and Strength Degradation in Silicon Carbide Ceramics)

  • 신형섭;전천일랑;서창민
    • 대한기계학회논문집
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    • 제16권10호
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    • pp.1869-1876
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    • 1992
  • 본 연구에서는 고온에서 높은 강도특성을 유지하면서 동시에 내마모성이 뛰어 나 가스터어빈의 부재로서의 사용이 기대되는 탄화규소(SiC) 세라믹에 대하여, 고체입 자의 충격에 의해 생기는 손상에 미치는 입자의 재질 및 크기의 영향을 조사하였다. 또 각 형태의 손상발생 임계치와 강도저하에 미치는 입자크기의 영향에 관해서도 검토 하였다.

DE RHAM COHOMOLOGY에 관(關)하여

  • LEE, KEE-AN
    • 호남수학학술지
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    • 제1권1호
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    • pp.61-75
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    • 1979
  • n-차원(次元) $C^{**}$ 다양체(多樣體)에서 얻어진 미분형식(微分形式)과 외미분(外微分)에 의하여 Rhan complex가 얻어지고 이것으로부터 얻어진 Cohomology를 Rham cohomology라 한다. n차원(次元) $C^{**}$ 다양체(多樣體)의 위상적(位相的) 구조(構造)만으로 정의(定義)되여진 Čech cohomology가 있는바 이것은 다양체(多樣體)의 피복(被覆)에 따라 그 cohomology 군(群)이 달라지는 것이 흠이다. 여기서는 Rham cohomology와 단순피복(單純被覆)을 취(取)하였을때의 Čech cohomology가 동형(同型)이 된다는 것의 증명(證明)의 개요(槪要)를 소개(紹介)하고 이것을 이용(利用) Rham cohomology ring과 Čech cohomology ring이 동형(同型)임을 증명(證明)한다. 그리고 이 de Rham 이론(理論)이 기하(幾何) 및 해석학(解析學)에 활용(活用)되는 일단(一端)을 기술(記述)하여 볼 예정(豫定)이다.

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인공치아용 세라믹 임플란트 상부구조물의 반복하중 피로특성 (Hertzian contact fatigue of dental ceramic implant abutment)

  • 이득용
    • 한국결정성장학회지
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    • 제14권5호
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    • pp.199-203
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    • 2004
  • 유사구강 분위기인 인공타액 조건하에서 인공치아용 상부구조물 재료 중 하나인 3Y-TZP를 500~3000 N의 하중 조건으로 $10^6$ 횟수까지 헤르찌안 반복하중을 가하여 그 피로특성을 압입손상과 강도저하현상으로 관찰하였다. 500 N의 하중에서 $5\times10^5$ 반복 횟수까지 피로실험결과, 강도저하 및 균열현상은 관찰되지는 않았지만 반복하중 값이 증가함에 따라 링 균열에서 방사상 균열로 전이되었을 때 급격한 강도 저하현상이 관찰되었다. 또한 강도 저하 현상은 유사 구강분위기하에서 반복 하중 접촉시 발생한 균열을 통해 침투한 인공타액의 화학적 침식으로 가속화 되었다.

철도 차축재료의 프레팅 피로거동 평가 (Evaluation of Fretting Fatigue Behavior for Railway Axle Material)

  • 최성종;권종완
    • 한국자동차공학회논문집
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    • 제15권5호
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    • pp.139-145
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    • 2007
  • Fretting is a kind of surface damage mechanism observed in mechanically jointed components and structures. The initial crack under fretting damage occurs at lower stress amplitude and lower cycles of cyclic loading than that under plain fatigue condition. This can be observed in automobile and railway vehicle, fossil and nuclear power plant, aircraft etc. In the present study, railway axle material RSA1 used for evaluation of fretting fatigue life. Plain and fretting fatigue tests were carried out using rotary bending fatigue tester with proving ring and bridge type contact pad. Through these experiments, it is found that the fretting fatigue limit decreased about 37% compared to the plain fatigue limit. In fretting fatigue, the wear debris is observed on the contact surface, and oblique cracks at an earlier stage are initiated in contact area. These results can be used as useful data in a structural integrity evaluation of railway axle.

용융침투법으로 제조한 유리-알루미나 복합체: III. In-vitro 피로거동 (Glass-alumina Composites Prepared by Melt Infi1tration: III. In-vitro Fatigue Behavior)

  • 이득용;이세종;박일석;장주웅;김병수
    • 한국세라믹학회지
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    • 제40권7호
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    • pp.662-666
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    • 2003
  • 인공치관용 알루미나-유리 복합체를 유사 구강분위기인 인공타액 하에서 200-1000 N의 하중 조건으로 $10^{6}$ 횟수까지 헤르찌안 반복하중 피로특성을 조사하였다. 200 N의 하중에서 $10^{6}$까지 반복피로 실험결과, 강도 저하 및 균열 현상은 관찰되지 않았다. 하중이 1000 N으로 증가함에 따라 링 균열에서 방사상 균열로 전이되었을 때 급격한 강도 저하 현상이 발생하였다. 강도 저하 현상은 유사 구강 분위기하에서 반복 하중 접촉 시 발생한 방사상 균열을 통해 침투한 인공타액과 유리상의 화학적 반응으로 더욱 가속화 되었다.

디젤기관 실린더 블록의 보수용접법에 관한연구 (A Study on the Repair Welding Methods for Cylinder Block of Diesel Engines)

  • 김종호
    • Journal of Advanced Marine Engineering and Technology
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    • 제23권3호
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    • pp.331-337
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    • 1999
  • Cracks on the cylinder block of diesel engines will often happen due to cyclic load and thermal stress. According to the Classification Societies' rules welding reparis of cylinder block made of cast irons are generally not permitted. However such welding repairs became inevitable taking enormous cost and time for their renewal into consideration. In this study repair welding methods for the clinder blocks made of gray cast irons were reviewed and the tests of their welds were carried out in order to purpose the repair welding meth-ods of packing seat and o-ring seat of cylinder block and apply them to the practice. The following conclusions are botained :1 The tensile strength of weld of cast iron more than that of base metal can be obtained by means of preheating keeping temperature above $100^{\circ}C$ between welding pass-es preventing slag inclusion peening and cramping weld metal by studs. 2. The suspected crack by a magnetic particle test due to different magnetic permeability can be identified which are not associated with a mechanical discotinuity.

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Shrinkage and crack characteristics of filling materials for precast member joint under various restraint conditions

  • Lim, Dong-Kyu;Choi, Myoung-Sung
    • Advances in concrete construction
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    • 제14권2호
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    • pp.139-151
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    • 2022
  • Filling materials poured into precast member joint are subjected to restraint stress by the precast member and joint reinforcement. The induced stress will likely cause cracks at early ages and performance degradation of the entire structure. To prevent these issues and design reasonable joints, it is very important to analyze and evaluate the restrained shrinkage cracks of filling materials at various restraint conditions. In this study, a new time zero-that defines the shrinkage development time of a filling material-is proposed to calculate the accurate amount of shrinkage. The tensile stresses and strengths at different ages were compared through the ring test (AASHTO PP34) to evaluate the crack potential of the restrained filling materials at various restraint conditions. The mixture which contained an expansive additive and a shrinkage reducing agent exhibited high resistance to shrinkage cracking owing to the high-drying shrinkage compensation effect. The high-performance, fiber-reinforced cement composite, and ultra-high-performance, fiber-reinforced cement composite yielded very high resistance to shrinkage and cracking owing to the pull-out property of steel fibers. To this end, multiple nonlinear regression analyses were conducted based on the test results. Accordingly, a modified tensile stress equation that considered both the geometric shape of the specimen and the intrinsic properties of the material is proposed.

팽창재와 수축저감제를 사용한 HPFRCC의 수축 저감 성능 (Shrinkage Reduction Performance of HPFRCC Using Expansive and Srhinkage Reducing Admixtures)

  • 박정준;문재흠;박준형;이장화;김성욱
    • 한국구조물진단유지관리공학회 논문집
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    • 제18권5호
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    • pp.34-40
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    • 2014
  • HPFRCC는 물-결합재비 (W/B)가 20%로 상당히 낮고 굵은 골재를 사용하지 않으며, 고분말 혼화재료를 혼입하기 때문에 자기수축이 상당히 크게 발생하여 구조물 적용 시 균열저감대책이 필요하다. 따라서 이 연구에서는 HPFRCC의 수축을 효율적으로 저감시키기 위한 방법으로 수축저감제와 팽창재의 사용을 검토하기 위하여 이들의 단독 또는 병행 혼입률에 따른 역학적 특성과 구속 수축특성을 평가하였다. 구속수축 실험 중에서 링-테스트 (Ring-test)를 통하여 HPFRCC에 사용되는 시멘트에 대하여 중량비로 수축저감제 1%와 팽창재를 7.5%를 병행 사용하였을 경우 압축강도와 인장강도가 크게 저하되지 않으면서도 수축을 가장 효율적으로 저감시킬 수 있는 최적 배합임을 도출하였고 수정된 건조수축 균열실험을 통하여 이를 검증하였다.

기계평면시일의 열응력 크랙에 관한 실험적 연구 (Experimental Investigation of Thermal Stress Cracks in Mechanical Face Seals)

  • 김청균
    • Tribology and Lubricants
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    • 제12권3호
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    • pp.79-84
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    • 1996
  • One of the greatest dangers in mechanical face seals is the formation of heat checking and thermal stress cracks on the sliding surfaces. These thermal distortions due to non-uniform heating lead to increase the leakage of the sealed fluids and wear, and with balance of the seal can cause the seal faces to part. In this study heat checking and thermal stress cracks are investigated experimentally. These thermal distortions are explained using the thermal models of the conatct geometries between the seal ring and the seal seat. To overcome these thermal problems, the thermohydrodynamic seal is presented. The newly developed mechanical seal may substantially reduce the friction torque, frictional heating which causes heat checking and thermal stress cracks, and wear.

Cracking of Fiber-Reinforced Self-Compacting Concrete due to Restrained Shrinkage

  • Kwon, Seung-Hee;Ferron, Raissa P.;Akkaya, Yilmaz;Shah, Surendra P.
    • International Journal of Concrete Structures and Materials
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    • 제1권1호
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    • pp.3-9
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    • 2007
  • Fiber-reinforced self-compacting concrete (FRSCC) is a new type of concrete mix that can mitigate two opposing weaknesses: poor workability in fiber-reinforced concrete and cracking resistance in plain SCC concrete. This study focused on early-age cracking of FRSCC due to restrained drying shrinkage, one of the most common causes of cracking. In order to investigate the effect of fiber on shrinkage cracking of FRSCC, ring shrinkage tests were performed for polypropylene and steel fiber-reinforced SCC. In addition, finite element analyses for those specimens were carried out considering drying shrinkage based on moisture diffusion, creep, cracking resistance of concrete, and the effect of fiber. The analysis results were verified via a comparison between the measured and calculated crack width. From the test and analysis results, the effectiveness of fiber with respect to reducing cracking was confirmed and some salient features on the shrinkage cracking of FRSCC were obtained.