• 제목/요약/키워드: Creep Curve

검색결과 105건 처리시간 0.027초

알루미늄 고용체 합금의 고온변형 거동에 관한 연구 (A Study on the High Temperature Deformation Behavior of a Solid Solution Aluminium Alloy)

  • 김호경
    • 대한기계학회논문집A
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    • 제21권2호
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    • pp.346-351
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    • 1997
  • The creep characteristics of an Al-5wt.% Ag alloy including the stress exponent, the activation energy for creep and the shape of the creep curve were investigated at a normalized shear stress extending from $ 10^{-5}{\;}to{\;}3{\times}10^{-4}$ and in the temperature range of 640-873 K, where silver is in solid solution. The experimental results shows that the stress exponent is 4.6, the activation energy is 141 kJ/mole, and the stacking fault energy is $180{\;}mJ/m^2$, suggesting that the creep behavior of Al-5 wt.% Ag is similiar to that reported for pure aluminum, and that under the current experimental conditions, the alloy behaves as a class II(metal class). The above creep characteristics obtained for Al-5 wt.% Ag are discussed in the light of prediction regarding deformation mechanisms in solid solution alloys.

수소화물에 의한 이방성재료의 소형펀치(SP) 크리프 열화거동 (SP Creep Degradation of Anisotropic Materials by the Hydride)

  • 오동준
    • 대한공업교육학회지
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    • 제35권2호
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    • pp.204-223
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    • 2010
  • 본 연구는 이방성 재료인 Zr-2.5%Nb가 수소화물을 함유할 때, 고온 크리프 거동 특성을 규명하고자 한다. 이를 위해 50 ppm, 100 ppm, 200 ppm의 수소화물을 장입한 Zr 합금을 이방성의 영향을 최소화하고 실제 하중 조건인 2축 응력을 구현하기 위해서 $300^{\circ}C$에서 SP 크리프 시험을 행하였다. 이 시험을 통해 SP 크리프 곡선을 얻었으며, 각각의 시험편의 경향을 비교하였다. 50, 100 ppm의 경우에는 수소화물에 의한 고온 크리프의 열화 거동을 확연히 구분할 수 있었다. 반면에 200 ppm의 경우에는 크리프의 열화가 발생하지 않았다. 이런 사실은 SP 크리프 상수와 응력지수의 비교에 의해서도 확인할 수 있었다. 50 ppm과 100 ppm의 경우에는 크리프 상수가 감소하고, 응력지수는 증가하는 것으로부터 Zr 합금의 열화를 확인할 수 있으나, 반면에 200 ppm의 경우에는 크리프 상수가 도리어 증가하고, 응력지수는 감소하였다. 이런 사실로부터 수소화물이 Zr 합금의 고온 크리프 거동의 특성을 좌우하는 매우 중요한 인자임을 확인하였다.

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크리프 물성평가를 위한 구형압입 수치접근법 (A Numerical Approach to Spherical Indentation Techniques for Creep Property Evaluation)

  • 임동규;이진행;최영식;이형일
    • 대한기계학회논문집A
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    • 제37권10호
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    • pp.1229-1237
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    • 2013
  • 본 연구에서는 증분소성이론에 기초한 구형압입이론을 크리프 물성을 평가하기 위한 압입이론으로 확장했다. 먼저 크리프변형률 기울기가 일정한 지점을 유효 응력-변형률속도 최적 관측지점으로 선정했다. 구형압입시험 전산모사를 이용해 크리프 지수와 계수를 변화시켜 가면서 이에 따른 재료의 거동을 무차원 변수들 (${\xi}$, ${\psi}$)의 회귀식으로 표현해 크리프 물성평가를 위한 새로운 수치 접근법을 구축했다. 이를 토대로 구형압입시험으로부터 재료의 크리프지수 및 계수를 예측하는 물성평가 프로그램을 개발했다. 압입 하중-변위 곡선으로부터 크리프지수는 평균 1.5%, 크리프계수는 평균 1.0% 이내의 오차범위에서 물성치들을 얻을 수 있다.

골판지의 정적완충특성과 골판지상자의 크리이프 거동 (Static Cushioning Properties of Corrugated Fiberboard and Creep Behavior of Boxes)

  • 박종민;김만수;정성원
    • Journal of Biosystems Engineering
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    • 제20권4호
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    • pp.323-332
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    • 1995
  • The horizontal compression test of some selected corrugated fiberboards was performed to determine the cushioning properties of them. Creep behavior of the corrugated fiberboard boxes, which have been widely used in rural area for packaging fruits and vegetables, was tested. The flute crushing stress of the corrugated fiberboard depended upon mainly the basic weight of the corrugated medium, comparing with the combined basic weight of corrugated fiberboard. When moisture content of the corrugated fiberboards was increased about 8% (d.b.), the flute crushing stress of them was decreased at the rate of 44%~64%. The cushion factor of the sample fiberboards showed much higher value at the lower moisture content of them. These trends appeared to be more obvious at the lower applied stress levels. Also, the cushion factors of the double wall corrugated fiberboards(DW) were observed to be little higher than those of the single wall corrugated fiberboards(SW). The creep behavior of the sample boxes was found to be highly moisture and static load dependent. The creep behavior of the corrugated fiberboard boxes could be well analyzed by the asymptotic slope derived from the creep model.

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바이올린 브릿지의 음향적 특성 및 SDM 시뮬레이션에 관한 연구 (Studies on the Acoustical Characteristics of Violin Bridges and SDM Simulation)

  • 정우양
    • 한국가구학회지
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    • 제12권1호
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    • pp.47-55
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    • 2001
  • Violin bridge blank cut from maple wood with good quality has typical pattern of the radial direction in the side edge with minimal dispersion. This experimental study was designed and carried out to examine the effect of the physical and macroscopical characteristics on the compressive creep of violin bridge blank which had been imported from European manufacturer. This research arose from the idea that the maple solid wood with heterogeneous wood density and ray direction in the side edge would have uneven rheological property of violin bridge blank which is supposed to be pressed by the tension of strings. Experimentally, the compressive creep of bridge blank became smaller with the higher density of imported maple wood and showed clear density-dependence for the duration of load under the string tension of 5 kgf. Every bridge blank showed the behavior of primary creep stage(stress stabilization) having logarithmic regression creep curve with high correlation coefficient under the designed stress level. Even though the relationship between compressive creep and ray direction on the side edge of bridge was not so clear contrary to expectation, we could conclude that wood density and ray direction should be the quality decisive factors affecting the acoustical characteristics and performance of the bridge, the core member of violin-family bow instruments.

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316L(N)스테인리스강의 Monkman-Grant 크리프 수명식의 적용성 (Application of Monkman-Grant Relationships to Type 316L(N) Stainless Steel)

  • 김우곤;김대환;류우석
    • 대한기계학회논문집A
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    • 제24권9호
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    • pp.2326-2333
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    • 2000
  • Creep tests for type 316L(N) stainless steel were carried out using constant-load creep machines at 55$0^{\circ}C$, 575$^{\circ}C$ and $600^{\circ}C$. Material constants necessary to predict creep rupture time were obtained from the experimental creep data. And the applicability of Monkman-Grant(M-G) and modified M-G relationships was discussed. The log-log plot of M-G relationship between the rupture time($t_r$,) and the minimum creep rate ($ $\varepsilon$ _m$) was dependent on test temperatures. The slope of m was 1,05 at 55$0^{\circ}C$ and m was 1.30 at $600^{\circ}C$. On the other hand, the log-log plot of modified M-G relationship between $t_r/$\varepsilon$_r$, and $ $\varepsilon$ _m$ was independent on stresses and temperatures. That is, the slope of m' was approximately 1.35 in all the data. Thus, modified M-G relationship for creep life prediction could be utilized more reasonably than that of M-G relationship for type 316L(N) stainless steel. It was analyzed that the constant slopes regardless of temperatures or applied stresses in the modified relationship were due to an intergranular fracture grown by wedge-type cavities.

Bending Creep Properties of Cross-Laminated Wood Panels Made with Tropical Hardwood and Domestic Temperate Wood

  • PARK, Han-Min;GONG, Do-Min;SHIN, Moon-Gi;BYEON, Hee-Seop
    • Journal of the Korean Wood Science and Technology
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    • 제48권5호
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    • pp.608-617
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    • 2020
  • For efficient use and expansion of domestic small- and medium-diameter woods, cross-laminated wood panels composed of tropical hardwoods and domestic temperate woods were fabricated, and the bending creep behavior under long-term loading was investigated. The bending creep curve of the cross-laminated wood panels showed an exponential function graph with a sharp increase at the top right side. The wood panel composed of a teak top layer and larch core and bottom layers recorded the highest initial deformation, and that composed of a merbau top layer and tulip core and bottom layers showed the lowest initial deformation. Creep deformation of the cross-laminated wood panels showed the highest value in that composed of a teak top layer and larch core and bottom layers and showed the lowest value in that composed of a merbau top layer and tulip core and bottom layers. The obtained creep deformation is 3.1-4.3 times that of merbau, however, it is remarkably lower than that of tulip and larch. The highest relative creep was recorded by the wood panel composed of merbau top layer and larch core and bottom layers, whereas that composed of the teak top layer and tulip core and bottom layers showed the lowest relative creep.

강판 및 탄소섬유 sheet로 보강된 R/C보의 반복크리프 개념을 적용한 피로거동예측 (The Prediction of Fatigue Behavior using Cyclic Creep Concept of R/C Beam Strengthened with Steel Plate and Carbon Fiber Sheet)

  • 심종성;문도영;박경동
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2003년도 봄 학술발표회 논문집
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    • pp.555-560
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    • 2003
  • Fatigue strength of concrete is ususlly presented by the Wohler Curve. But, new dimension T(time) from the view point of cyclic creep concept should be considerd. This paper presented four variable F-N-T-R relationship, this four variable relationship simultaneously accounts for the time effect and the effect of load rate. And analytical models are presented to predict fatigue strength of R/C beam strengthened with steel plate and carbon fiber sheet. Also, the correlation between the ratio of stress and the fatigue life was investigated.

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전분, 식염 및 알카리 첨가제가 냉면의 기계적 성질에 미치는 영향 (Effects of the Addition of Starch, Salt and Soda Ash on the Mechanical Property of Naengmyon)

  • 권오훈;이철호
    • 한국식품과학회지
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    • 제16권2호
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    • pp.175-178
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    • 1984
  • 냉면 국수를 제조함에 있어 전분과 밀가루의 혼합비와 식염 및 알카리 첨가제의 첨가량에 따른 국수발의 기계적 성질의 변화를 creep test로 측정하였다. Creep test의 초기 변형율을 정확히 측정하기 위하여 VTR시스템으로 사진을 찍어 분석하였다. 국수발의 creep 커브는 Burgers의 4-element모델로 분석될 수 있었다. 반죽에 전분의 비율의 높아질수록 삶은 국수발의 순간 탄성치와 뉴우턴 점성치는 감소 하였다. 90% 전분을 포함한 반죽에 식염을 가할 경우 식염농도 4 % 수준까지는 순간탄성이 감소하였다. 알카리 첨가제 첨가시 국수발의 순간탄성, 지연탄성, 지연시간 및 뉴우턴 점성치들이 불규칙하게 변하였으며 그 효과를 일관성 있게 나타낼 수 없었다.

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확률적 방법에 의한 크리프 균열성장 계수의 분포 추정 (Estimation for the Distribution of Creep Crack Growth Coefficients by Probabilistic Assessment)

  • 이상호;윤기봉;최병학;민두식;안종석;이길재;김선화
    • 대한금속재료학회지
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    • 제48권9호
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    • pp.791-797
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    • 2010
  • The creep crack growth rate (da/dt) of the Cr-Mo steels tested by pre-crack and the voltage (or resistance) variables were related into fracture parameter (Ct), crack growth coefficient (H), and an exponent (q) in the parts of Base, weld and HAZ. The fracture parameter (Ct) has various variables relating to the specimen and crack shape, applied stress, and creep strain curve. The H and q was inferred by OLS regression (ordinary least square method), and the H values were solved in statistics and probability assessment, which were attained fromPDF's distributions (probability density function). The HAZ part has the highest value of q by OLS regression and the widest distribution of H by PDF of WEIBULL, which means that the crack sensitivity of HAZ should be cautioned against the creep crack growth and failure.