• 대한기계학회논문집
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• 제13권1호
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• pp.77-86
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• 1989

본 연구에서는 $C^{*}$ 적분을 수정하여 균열 진전의 효과를 배제하는 새로운 크립 파괴의 하중 매개변수 $C_{m}$ 을 제안하고 그 타당성을 검토한다. 또한 $C_{m}$ 의 전개 과정에서 유도되는 다른 하중 매개변수들의 특성과 그 이용가능성을 조사한다. 균열 진전 속도가 $C^{*}$ 의 지배를 받는 것으로 알려져 있는 스테인레스 강(stainless steel) STS 304(KS 규격)를 사용한 크립파괴 실험을 600.deg. C에서 수행하여 $C_{m}$ 의 크립 파괴에 대한 적용 가능성을 조사하도록 한다.

• Nuclear Engineering and Technology
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• 제37권3호
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• pp.287-292
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• 2005

[ $\pi$ ]The effects of silica-based additives have been investigated to improve the creep property of a $UO_2$ pellet. The additive composition, $50wt\%SiO_2-47wt{\%}CaO-3wt\%Cr_2O_3$ (SCC), was selected according to the dihedral angle and the distribution of the second phase. It was observed that the creep rate of the $0.07 wt\%$ SCC-added $UO_2$ was slower than that of the pure $UO_2$. However, the creep rate of the $0.22 wt\%$ SCC-added $UO_2$ was about 3_48 times faster than that of the pure $UO_2$, depending on the applied stress in the lower stress range. In the case of the $0.35 wt\%$ SCC-added $UO_2$, the creep rate decreased in comparison with that of the $0.22 wt\%$ SCC-added $UO_2$. The observed enhancement in the creep rate might depend on a balance between the positive role of the viscous intergranular phase and the negative roles of the additives and the grain growth.

• 대한기계학회논문집A
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• 제30권10호
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• pp.1219-1226
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• 2006

The ASTM test standard recommends the use of the compact tension specimen for creep crack growth rates measurement. In the creep crack growth rate test, the displacement rate due to creep is obtained by subtracting the contribution of elastic and plastic components from the total load line displacement rate based on displacement partitioning method fur determining $C^*-integral$, which involves Ramberg-Osgood (R-O) fitting procedures. This paper investigates the effect of the R-O fitting procedures on plastic displacement rate estimates in creep crack growth testing, via detailed two-dimensional and three-dimensional finite element analyses of the standard compact tension specimen. Four different R-O fitting procedures are considered; (i) fitting the entire true stress-strain data up to the ultimate tensile strength, (ii) fitting the true stress-strain data from 0.1% strain to 0.8 of the true ultimate strain, (iii) fitting the true stress-strain data only up to 5% strain, and (iv) fitting the engineering stress-strain data. It is found that the last two procedures provide reasonably accurate plastic displacement rates and thus should be recommended in creep crack growth testing. Moreover, several advantages of fitting the engineering stress-strain data over fitting the true stress-strain data only up to 5% strain are discussed.

• 한국압력기기공학회 논문집
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• 제13권1호
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• pp.61-68
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• 2017

Reactor pressure vessel (RPV) under severe accident conditions accompanied by core melting is exposed to direct high-temperature thermal loads. Understanding the creep behavior of the material is one of the most important factors for evaluating the structural integrity at these conditions. While damage evaluation studies have been conducted on critical structures of nuclear power plants through finite element (FE) analyses considering creep behavior, for accurate creep damage evaluation, constitutive equations considered in the FE analyses may have different results depending on the time hardening and strain hardening models as well as the tertiary creep consideration. The purpose of this study is to evaluate the creep damage under severe accident conditions by using FE method for a representative domestic RPV material, SA508 Gr.3. The effect of material hardening models and constitutive equations which are the main variables were also investigated.

• 한국안전학회지
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• 제4권1호
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• pp.25-39
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• 1989

Cyclic temperature creep tests were carried out an AS 7075 alloy specimens were subjected to a constant load and stepwise temperature cycles in which temperature was fluctuated between 30$0^{\circ}C$ and 25$0^{\circ}C$ with three different cycle ratios. The highest frequency of cycling was 1 cycle per 10 hr and the lowest one was 1 cycle per 12 hr. From the creep experimental results with the above conditions the creep strain under cyclic temperature can be predicted easily by introd ucing the equivalent steady temperature because defined by Eq.(16), but the rupture life is 1.1 time than those of constant temperature because of effect of temperature history at tertiary creep range. Besides thlis result, the results of the creep test under cyclic temperature conditions are respectively compayiea with calculated rupture lives using the life fraction law and Eq.(18). The agreement between the obseried rupture times and calculated ones is fairly good. So creep rupture lives can be respectively predicted using life fraction law and Eq.(18).

• 한국지반신소재학회논문집
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• 제3권2호
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• pp.39-45
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• 2004

단계 등온법에 의한 장기 크리프 특성을 분석하기 위하여 직포형 지오텍스타일과 부직포형 지오텍스타일을 기계적으로 결합시킨 지오컴퍼지트를 사용하였다. 단계 등온법의 경우 온도구간은 $26^{\circ}C$, $40^{\circ}C$, $54^{\circ}C$, $68^{\circ}C$, $82^{\circ}C$이었으며, 하중구간은 설계강도의 40%, 50%, 60%이었다. GRI GS 10에 의한 10,000시간 크리프 시험결과 10%미만의 변형률을 나타내었다. 또한 크리프 변형률에 대한 위사 위입밀도의 영향을 분석하였다. 위사 위입밀도가 0%, 50%, 100%인 경우 모두 크리프 변형률이 10% 미만이었으며, 크리프 변형률은 위사 위입밀도가 감소할수록 증가하였다.

• 한국지반신소재학회논문집
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• 제4권4호
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• pp.23-37
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• 2005

지오그리드의 장기설계 인장강도는 크리프 변형, 시공시 손상 및 환경적 요인(온도, 화학적 손상, 생물학적 손상)에 영향을 받는다. 특히, 크리프 변형 및 시공 시 손상이 가장 크게 영향을 미치는 요인으로서 반영된다. 보강토구조물에 대한 대부분의 현행 설계법에서는, 이들 영향요인을 각각 산정하여 이를 장기인장강도 산정에 반영하고 있다. 즉, 이러한 방법에서는 지오그리드의 시공 중 손상과 크리프 변형의 복합효과가 장기 설계인장강도 산정에 어떤 영향을 미치는 가에 대한 검토가 되어 있지 않다. 본 연구에서는 지오그리드의 시공 중 손상과 크리프 변형의 복합효과가 지오그리드의 장기인장강도 산정에 영향을 미치는 영향을 평가하기 위한 일련의 실험적 연구를 수행하였다. 다양한 지오그리드를 대상으로 성토흙 종류에 따른 현장 내시공성시험을 수행하였고, 지오그리드 원시료와 시공중 손상을 입은 시료를 대상으로한 크리프시험을 수행하였다. 연구결과 두 영향인자의 복합효과를 고려하여 산정한 지오그리드의 인장강도 감소계수가 현행 설계법에 의해 산정된 감소계수보다 작은 것으로 나타났다.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2012년도 추계 학술논문 발표대회
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• pp.75-76
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• 2012

In this study, it was evaluated about creep properties of high strength concrete according to compressive strength and moisture evaporation condition. As a results, creep strain and creep coefficient was greatly affected by moisture evaporation conditions rather than compressive strength. Also, the effect of fiber mixed was not show big difference.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2003년도 가을 학술발표회 논문집
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• pp.309-312
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• 2003

Quasi-instanteneously performed creep loading is probably one way to seperate the viscous and the plastic creep from the elastic deformation. For mature concrete no differences seem to exist depending on whether the loading is rapidly applied or not. At early age the plastic deformations probably dominate the deformation. A series of test have been done to measure the quasi-instanteneous deformation in concrete specimens according to loading durations and concrete ages. The present study indicates that even very short-term loading contains creep deformation. As concrete is younger and load duration is longer, the proportion of creep deformation in quasi-instanteneous deformation is increased.

• 한국세라믹학회지
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• 제14권3호
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• pp.182-186
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• 1977

Compression creep of polycrystalline magnesia at about 1$600^{\circ}C$ under 5-40kg/$\textrm{cm}^2$ was examined, and also the effects on it of minor additives such as B2O3, CaO and SiO2 were examined. The high temperature creep of high purity magnesia was primarily controlled by the Nabarro-Herring type lattice diffusion of Mg in magnesia. B2O3 was included in the molten state and showed on increasing B2O3 contents. Some of the CaO and SiO2 were also included in the molten state, promoted the grain boundary sliding, so that creep rate was increased with an increasing content of them.