• 제목/요약/키워드: Durability Performance

검색결과 1,776건 처리시간 0.049초

타이어의 벨트 부착력과 내구성능 간의 상관성 연구 (Correlation Study on Tire Belt Adhesion Properties and Durability Performance)

  • 홍승준;이호근
    • 대한기계학회논문집A
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    • 제29권6호
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    • pp.804-808
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    • 2005
  • A pneumatic tire is made up of many flexible filaments of high modulus cord of natural textile, synthetic polymer, glass fiber, or fine hard drawn steel embedded in and bonded to a matrix of low modulus polymetric material. Adhesion property of these materials is very important in tire durability safety because belt-leaving-belt tread separation reduces the ability of a driver to control a vehicle, whether or not the separation is accompanied by a loss of air. In this study adhesion test of carcass-belt-tread is conducted on material properties of 5 PCR tire model, which are on sale in domestic market and analyzed adhesion properties. For those tire models FMVSS 109 indoor high speed durability test is conducted to analyze the correlation between adhesion force and high speed performance of tires and found the correlation between the two test results.

문서세단기 성능평가방법의 표준화에 관한 연구 (A Study on Standard of Performance Evaluation for Paper Shredder)

  • 이동규;유송민;이위로;노대호;김민호
    • 한국공작기계학회:학술대회논문집
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    • 한국공작기계학회 2004년도 추계학술대회 논문집
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    • pp.122-127
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    • 2004
  • The purpose of this study is to introduce the standard of the durability and evaluation method for paper shredder. The major evaluation criteria include shredding capability, shredding blade (or cutter) hardness and edge roughness, and durability. Due to the difficulties in assessing the durability directly, performance deterioration of the shredder was assessed by measuring the torque variation along with the variation in shredded chip size and load, thereby proposing the indirect method of assessing the paper shredder durability.

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롤러 전압 콘크리트 포장의 공기량 및 기포간격계수와 장기 내구성의 상관관계 분석을 위한 실험적 연구 (Experimental Study on Correlation Analysis of Air-void, Air-spacing factor and Long-term Durability for Roller-compacted Concrete pavement)

  • 이준희;이승우
    • 한국도로학회논문집
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    • 제18권1호
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    • pp.63-72
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    • 2016
  • PURPOSES : The use of roller-compacted concrete pavement (RCCP) is an environmentally friendly method of construction that utilizes the aggregate interlock effect by means of a hydration reaction and roller compacting, demonstrating a superb structural performance with a relatively small unit water content and unit cement content. However, even if an excellent structural performance was secured through a previous study, the verification research on the environmental load and long-term durability was conducted under unsatisfactory conditions. In order to secure longterm durability, the construction of an appropriate internal air-void structure is required. In this study, a method of improving the long-term durability of RCCP will be suggested by analyzing the internal air-void structure and relevant durability of roller-compacted concrete. METHODS : The method of improving the long-term durability involves measurements of the air content, air voids, and air-spacing factor in RCCP that experiences a change in terms of the kind of air-entraining agent and chemical admixture proportions. This test should be conducted on the basis of test criteria such as ASTM C 457, 672, and KS F 2456. RESULTS : Freezing, thawing, and scaling resistance tests of roller compacted concrete without a chemical admixture showed that it was weak. However, as a result of conducting air entraining (AE) with an AE agent, a large amount of air was distributed with a range of 2~3%, and an air void spacing factor ranging from 200 to $300{\mu}m$ (close to $250{\mu}m$) coming from PCA was secured. Accordingly, the freezing and thawing resistance was improved, with a relative dynamic elastic modulus of more than 80%, and the scaling resistance was improved under the appropriate AE agent content rate. CONCLUSIONS : The long-term durability of RCCP has a direct relationship with the air-void spacing factor, and it can be secured only by ensuring the air void spacing factor through air entraining with the inclusion of an AE agent.

자체-센서와 미세 작동기를 위한 CNT/PVDF 및 ITO/PVDF 나노복합재료의 전기적 및 계면 내구성 비교 평가 (Interfacial Durability and Electrical Properties of CNT or ITO/PVDF Nanocomposites for Self-Sensor and Micro Actuator)

  • 구가영;왕작가;권동준;박종만
    • Composites Research
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    • 제24권6호
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    • pp.12-17
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    • 2011
  • 자체-센서와 미세 작동기 응용을 위한 CNT와 ITO로 코팅된 나노복합재료의 계면접착 내구성과 전기적 특성을 평가하였다. 나노복합재료의 접착 및 계면 내구성은 반복하중 피로시험에 따른 전기저항도를 측정하여 평가하였다. CNT와 ITO의 고유 전기적 특성으로 인하여 CNT가 코팅된 PVDF 나노복합재료는 ITO가 코팅된 경우보다 다소 낮은 전기저항도를 나타내었으나, 모두 양호한 자체-감지능을 보여주었다. CNT/PVDF와 ITO/PVDF 나노복합재료 모두 계면 내구성은 양호함을 확인하였다. 정적 접촉각 시험을 통해 CNT와 ITO 그리고 PVDF간의 표면에너지, 접착일, 그리고 퍼짐계수를 평가하여 계면 내구성과 의 상호 관련성을 확인하였다. 수용액에서 CNT와 ITO로 코팅된 PVDF 시편의 최적의 작동성은 주파수와 전압을 달리하여 레이져 변위센서를 사용한 연신율 변화로 측정하였다. 작동된 두 나노복합재료들의 연신율은 주파수가 증가함에 따라 감소하며, 반면에 전압의 증가에 따라 상승하였다. 각 나노복합재료의 나노구조 및 고유의 전기적 특성으로 인하여, CNT/PVDF가 ITO/PVDF 보다 자체-감지 및 작동기로서 더 적합하다는 것을 알 수 있었다.

UNIFICATION OF THERMO-PHYSICS OF MATERIALS AND MECHANICS OF STRUCTURES - TOWARD A LIFE SPAN SIMULATOR OF STRUCTURAL CONCRETE -

  • Maekawa, K.;Ishida, T.
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 1999년도 학회창립 10주년 기념 1999년도 가을 학술발표회 논문집
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    • pp.29-46
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    • 1999
  • The performance based design obligates quantitative assessment of required performances by means of transparent and objective science. In this design scheme, simulation of both macro and micro-scale structural behaviors is thought to be a powerful tool. This paper proposes a way how to unify the structural safety and serviceability check method and durability assessment of RC structures. Though component chemical-physical processes are crudely assumed, system dynamics of micro-scale pore structure formation and macro-scale defects and deformation of structures was shown as possible and promising approach in future. The authors understand that the unification of structural and durability design has just started. For further progress and development, predictive tool of structural behaviors from birth to death of concrete under any specified environment and load serves as an essential technicality.

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원전 구조물의 건조수축 저감을 위한 실험적 연구 (Experimental study to improve drying shrinkage durability performance of Nuclear Power Plant Structure)

  • 임상준;이병수;방창준
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2012년도 추계 학술논문 발표대회
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    • pp.205-206
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    • 2012
  • In general, nuclear power plant concrete structure's performance has been very good with the majority of identified problems initiating during construction and corrected at that time. This study is experiments to improve drying shrinkage using glycol ether-based material for the durability of nuclear power plants. Thus, this study evaluated the obtained data from a mock up test for the practical use of concrete containing glycol ether. According to the results of this study, the concrete showed resistance performance of around 40% to drying shrinkage.

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치차성능의 최적성과 강건성을 고려한 치차제원 및 치면수정의 설계 (Design of Gear Dimension and Tooth Flank Form for Optimal and Robust Gear Performance)

  • 배인호;정태형
    • 한국공작기계학회논문집
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    • 제13권4호
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    • pp.79-86
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    • 2004
  • Tooth errors inevitable in the manufacturing process have large effect on the strength/durability and vibration performances of gear drives. We show that the manufacturing errors affect the overall gear performances, especially vibration performance, and propose a robust optimal design method for gear dimension and its tooth flank form that guarantees reliable performances to the variation of manufacturing errors. This method begins with a search of optimal design candidates by using the previously developed gear optimal design method for the strength/durability and vibration performances. Then, the statistical analysis method is applied to find a robust design solution for the vibration performance which is generally very sensitive to the manufacturing variations.

초기재령 콘크리트의 세공구조 형성 및 발영특성에 관한 미시역학적 모델 (Micromechanics based Models for Pore-Sructure Formation and Hydration Heat in Early-Age Concrete)

  • 조호진;박상순;송하원;변근주
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 1999년도 봄 학술발표회 논문집(I)
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    • pp.123-128
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    • 1999
  • Recently, as a performance based design concept is introduced, assurance of expected performances on serviceability and safety in the whole span of life is exactly requested. So, quantitative assessments about durability related properties of concrete in early-age long term are come to necessary, Especially in early age, deterioration which affects long-term durability performance can be occurred by hydration heat and shrinkage, so development of reasonable hydration heat model which can simulate early age behavior is necessary. The micor-pore structure formation property also affects shrinkage behavior in early age and carbonations and chloride ion penetration characteristic in long term, So, for the quantitative assessment on durability performance of concrete, modelings of early age concrete based on hydration process and micor-pore structure formation characteristics are important. In this paper, a micromechanics based hydration heat evolution model is adopted and a quantitative model which can simulate micro-pore structure development is also verified with experimental results. The models can be used effectively to simulate the early-age behavior of concrete composed of different mix proportions.

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고성능 콘크리트의 교량 바닥판 적용을 위한 실험적 연구 (A Experimental Study on the High Performance Concrete for Bridge Decks)

  • 서진원;이지영;정해문;구본성;신도철
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2006년도 춘계 학술발표회 논문집(II)
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    • pp.53-56
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    • 2006
  • To develop more durable concrete deck, performance characteristic test of HPC(High Performance Concrete) mixtures was carried out. The parameters used in this project were ; the mineral admixture details were 4 types such as ordinary portland cement(OPC), 20% fly ash (FA), 20% fly ash and 4% silica fume(FS), and 40% ground granulated blast-furnace slag(BS). Their design compressive strengths were 27MPa and 35MPa respectively. The results showed the compressive strength of concrete did not much affect the durability of concrete. HPC with blast-furnace slag(BS) showed the good durability but was prone to crack. HPC with fly ash(FA) or with fly ash and silica fume(FS) had the good durability and crack resistance.

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섬유 보강 모르타르를 사용한 보수공법의 내구성능 평가에 관한 연구 (A Study on the Evaluation for Durability Performance of the Repair Method Using Fiber Reinforced Mortar)

  • 류금성;고경택;김방욱;윤필용;김진수
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2006년도 춘계 학술발표회 논문집(II)
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    • pp.309-312
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    • 2006
  • In this study, the repair method using PVA fiber reinforced mortar evaluated on durability performance. Test items are compressive strength, flexural strength, carbonation, freezing-thawing. As for the test results, it was found that durability performance of the repair method using PVA fiber mortar showed more better than the existing repair method. Therefore, appling on the repair method using PVA fiber mortar, the repaired concrete structures can be increased to service life.

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