• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2006년도 춘계 학술발표회 논문집(II)
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• pp.661-664
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• 2006

As polymer concrete become more widely used by design engineers, it is important that the viscoelastic mechanical behavior of these materials is properly taken into account. Also, an important consideration in the design of polymer concrete is the behavior of creep according to ages of polymer concrete. In this study, flexural creep test was performed on recycled-PET polymer concrete. An method of accelerating the flexural creep tests, called the two-point method, was developed. The two-point method uses the results of three 24-hours creep tests performed at elevated temperatures to develop a Prony series equation that predicts the long-term creep strains at room temperature. The test results demonstrated that two-point method can predict long-term creep strain with sufficient accuracy. The difference between the predicted creep compliance values from those obtained experimentally was less than 5 percent.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1995년도 봄 학술발표회 논문집
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• pp.55-59
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• 1995

This study was experimentally carried out to evaluate flexural creep properties of sandwich panels with polymer concrete facings. Specimen was made using polymer concrete facing and polyestyrene form core that has an excellent insulation capacity. Test results showed that, in 90 days of loading, the flexural creep was 1/292 under 40% of stresslevel and 1/780 under 60% stress level.

• Journal of the Korean Wood Science and Technology
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• 제34권2호
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• pp.46-57
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• 2006

To estimate nondestructively strength performances of laminated woods, 3-ply parallel- and cross-laminated wood specimens exposed under atmosphere conditions after bending creep test were prepared for this study. The effects of density of species, arrangement of laminae and lamination types on dynamic MOE obtained by flexural vibration were investigated, and regression analyses were conducted in order to estimate static bending strength and bending creep performances. Dynamic MOE of parallel-laminated woods showed 1.0~1.2 times higher values than static bending MOE, and those of cross-laminated woods showed 1.0~1.4 times higher values than static bending MOE. The degree of anisotropy of dynamic MOE perpendicular to the grain of face laminae versus that parallel to the grain of face laminae was markedly decreased by cross-laminating. There were strong correlations between dynamic MOE by flexural vibration and static bending MOE (correlation coefficient r = 0.919~0.972) or bending MOR (correlation coefficient r = 0.811~0.947) of 3-ply laminated woods, and the correlation coefficient were higher in parallel-laminated woods than in cross-laminated woods. It indicated that static bending strength performances were able to be estimated from dynamic MOE by flexural vibration. Also, close correlations between the reciprocal of dynamic MOE by flexural vibration and initial compliance at 0.008 h of 3-ply laminated woods were found (correlation coefficient r = 0.873~0.991). However, the correlation coefficient between the reciprocal of dynamic MOE and creep compliance at 168 h of 3-ply laminated woods was considerably lower than those between dynamic MOE and initial compliance, and it was hard to estimate creep compliance with a high accuracy from dynamic MOE due to the variation of creep deformation.

• 한국구조물진단유지관리공학회 논문집
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• 제24권2호
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• pp.111-118
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• 2020

이 논문에서는 섬유의 혼입량에 따른 휨부재의 장기거동에 대한 영향을 평가하기 위하여 후크형 강섬유로 보강된 고강도 콘크리트의 휨 크리프 거동에 대한 평가가 이루어졌다. 실험은 150 × 150 × 600mm 크기를 갖는 섬유 혼입량(0, 0.75 및 1.5%)을 변수로 하는 6개의 휨 시험체를 대상으로 하였다. 노치를 갖는 휨 시험체에 휨 크리프 하중을 도입하기 위하여 4점 가력 휨 시험장치가 활용되었다. 휨강도의 40%인 크리프 재하하중은 레버 장치를 활용하여 도입되었고 90일 동안 도입된 하중은 로드셀에 의해 제어되었다. 크리프 하중의 도입시, 시험체 중앙부에 설치된 노치의 균열개구변위(CMOD)가 측정되었다. 크리프 시험후 각 시험체 대한 휨시험을 실시하여 각 시험체의 잔여강도를 평가하였다. 이상과 같은 실험결과로부터 섬유 혼입량은 고강도 콘크리트의 휨 크리프 거동에 주요한 영향을 끼치고 휨강도의 40% 범위내의 지속하중은 섬유보강된 고강도 콘크리트의 잔여강도에 부정적인 영향을 끼치지 않았다.

• 콘크리트학회지
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• 제10권6호
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• pp.253-260
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• 1998

본 논문에서는 장기지속하중을 받는 철근콘크리트 보의 처짐을 계산하는 방법을 제안하였다. 균열단면에 대하여 적합조건 및 평형조건을 적용하여 크리프에 의한 중립축의 변화를 계산하는 효율적인 알고리즘을 제시하였으며, 이 값을 이용하여 임의의 시간에서의 휨강성을 유도하였다. 그리고 유사한 방법으로 비균열단면에서의 휨강성을 계산하고 균열단면과 비균열단면에서 각각 계산된 휨강성을 사용하여 ACI규준식의 유효단면 2차모멘트를 계산하는 것과 유사한 방법으로 휨강성을 계산하여 지속하중을 받는 철근콘크리트 보의 처짐을 예측하는 방법을 제시하였다. 제안된 방법과 기존의 실험결과를 비교하여 볼 때, 제안된 방법이 장기지속하중을 받는 철근콘크리트보의 처짐을 잘 예측하였다.

• 한국안전학회지
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• 제27권5호
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• pp.117-125
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• 2012

In recent years, polymer concrete based on polyester resin have been widely generalized and the research of polymer concrete have been actively pursued by the technical innovations. Polymer concrete is a composite consisting of aggregates and an organic resin binder that hardens by polymerization. Polymer concrete are stronger by a factor of three or more in compression, a factor of four to six in tension and flexural and a factor of two in impact when compared with portland cement concrete. In view of the growing use of polymer concrete, it is important to study the physical characteristics of the material, emphasizing the short term properties as well as long term mechanical behavior. If polymer concrete is to be used in flexural load-bearing application such as in beam, it is imperative to understand the deformation of the material under sustained loading conditions. This study is proposed to empirical and mechanical model of polymer concrete tension creep using long-term experimental results and mathematical development. The test results showed that proposed model has been used successfully to predict creep deformations at a stress level that was 20 percent of the ultimate strength and viscoelastic behavior of recycled-PET polymer concrete is linear of stress level up to 30 percent. It is expected that the present model allows more realistic evaluation of varying stresses in polymer concrete structures with a constant loading.

• 한국소성가공학회:학술대회논문집
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• 한국소성가공학회 1994년도 춘계학술대회 논문집
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• pp.167-174
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• 1994

The creep behavior and creep fracture of alumina at high temperature were investigated under four point flexural test. The steady-state creep behavior was observed at low bending stress and the primary creep until fracture was observed at high bending stress. The loading history of bending stress did not affect on the steady-stated creep rate. Intergranular fracture was dominant for fracture of alumina at room and high temperature. However, transgranular fracture was dominant on creep fracture of alumina under high temperature by nuclueation and growth of microcracks due to residual flaws or cavities in the material.

• 한국세라믹학회지
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• 제31권5호
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• pp.543-551
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• 1994

The creep behavior and creep fracture of sintered alumina at high temperature were investigated under four point flexural test. Steady-state creep behavior was observed at low bending stress and primary creep until fracture was observed at hish bending stress. The loading history of bending stress did not affect on steady-state creep rate. Intergranular fracture was dominant for fracture of alumina at room and high temperature. However, transgranular fracture was dominant on creep of alumina under high temperature by nucleation and growth of microcracks due to residual flaws or cavities in the material.

• KCI Concrete Journal
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• 제11권3호
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• pp.29-43
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• 1999

The effects of superplasticizers on fresh and hardened concrete were investigated. The experimental program included tests on the workability and slump loss, bleeding, setting time, air content, compressive, tensile and flexural strength, permeability, shrinkage, freeze-thaw durability and creep deformation. Properties of superplasticized concrete were compared with those of conventional and base concretes. Superplasticizers were observed to have an appreciable fluidifying action in fresh concrete. They permitted a significant water reduction while maintaining the same workability. Bleeding of superplasticized concrete was much lower than that of conventional concrete of the same consistency. This indicates that the use of superplasticizers did not affect the tendency of segregation of fresh concrete. The compressive, tensile, and flexural strengths of superplasticized concrete were significantly higher than those of conventional concrete. The permeability and drying shrinkage and creep of superplasticized concrete were less than those of conventional concrete, but there were no significant differences between base and superplasticized concrete. Compared with base concrete, non-air-entrained superplasticized concrete had slightly higher freeze-thaw durability. and superplasticized concrete with an appropriate amount of entrained air Eave even better resistance to freezing and thawing.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1998년도 봄 학술발표회 논문집(I)
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• pp.365-370
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• 1998

The creep strain of the compression zone of concrete beams subjected to cyclic loading should be a significant factor in increasing strain and deflections. An analytical model which is similar to a previous one is presented to predict the increase in cyclic creep strain and the damage using the properties of the constituent materials: concrete and steel. The analytical expressions are compared with our experimental data. The effect of concrete-creep is accounted by the term En, Icr,n, and Mcr,n. In this study, it is proved that cyclic creep exponents 'n' in Cyclic Creep Model, according to the parameters -strength, range of stress- have the various values. It is hoped that with the availability of more experimental data and better understanding of some of the complex behavior, the model could be further improved.