• 콘크리트학회논문집
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• 제16권3호
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• pp.425-431
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• 2004

This paper describes an experimental investigation of how time-dependent deformations of high strength concretes are affected by maximum size of coarse aggregate, curing time, and relatively low sustained stress level. A set of high strength concrete mixes, mainly containing two different maximum sizes of coarse aggregate, have been used to investigate drying shrinkage and creep strain of high strength concrete for 7 and 28-day moist cured cylinder specimens. Based upon one-year experimental results, drying shrinkage of high strength concrete was significantly affected by the maximum size of coarse aggregate at early age, and become gradually decreased at late age. The larger the maximum size of coarse aggregate in high strength concrete shows the lower the creep strain. The prediction equations for drying shrinkage and creep coefficient were developed on the basis of the experimental results, and compared with existing prediction models.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2002년도 봄 학술발표회 논문집
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• pp.67-72
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• 2002

The purpose of this study is to investigate on the measurement of stress due to autogenous shrinkage of high strength concrete according to the W/C ratio at early age. The main parameters are as follows W/C ratio is 25, 30, 40%. The size of specimen is 10$\times$10$\times$150cm and the autogenous shrinkage strain is measured by the bonded strain gauge at the inside of the specimens. From the test, it is suggested that the autogenous shrinkage stress increased as W/C ratio decreased.

• 대한용접접합학회:학술대회논문집
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• 대한용접접합학회 2002년도 Proceedings of the International Welding/Joining Conference-Korea
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• pp.681-687
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• 2002

The cumulative, shrinkage plastic strains and their distributions in the weld joint after completion of the welding process determine welding-induced distortion. Although the weldment undergoes many complex physical and metallurgical changes during welding, only the material plastic temperature range and its cooling history below this temperature range influence the [mal state of the cumulative shrinkage plastic strains. In addition, for structural welds, these plastic strains are uniform, except in the arc start and stop regions, along the weld. Therefore, the plastic strain-based "inherent shrinkage model" is effective and accurate to describe welding-induced distortion. This paper presents the theoretical background and numerical verification of this root cause.

• 콘크리트학회지
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• 제2권1호
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• pp.109-119
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• 1990

이 연구는 충진재의 유무에 따른 철근 콘리크트의 경화수축과 초기 크리이프 특성을 실험적으로 구명한 것이다. 그 결과, 경화수축은 보관온도가 높아질수록 커졌고, 충진재를 사용한 경우가 온도의 영향을 더 크게 받는 것으로 나타났다. 또한, 초기 크리이프는 재하시간과 응력일강도화가 증가함에 따라 증가했고, 강성변형이 클수록 컸는데, 이는 충진재를 첨가한 경우가 더 크게 나타났다.

• 한국공작기계학회:학술대회논문집
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• 한국공작기계학회 2003년도 추계학술대회
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• pp.351-355
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• 2003

Recently, the Rapid Prototyping System makes used of changing file format. The most problem is produced by this process. It is influenced by the precision of shape manufacturing. And It is most influenced by shrinkage rate within many elements influence the precision of 3D shape manufacturing. In result, the length strain in each axis cause at STL file transforming. It will compensate for utilizing the shrinkage rate.

• 한국염색가공학회지
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• 제10권3호
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• pp.10-19
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• 1998

This paper investigates the change of mechanical properties and thermal shrinkage in commercial multi-filament PET(polyethylene terephthalate) , namely, regular yarn, POY, DTY and composite yarn. To determine changing the effects of processing steps, these were examined at three steps process simulation conditions. The first step is sizing simulation$(S-1\;step\;:\;130^\circ{C}\times2\;min$., hot air treatment under 0.1 gf/d load), the second step is scouring simulation$(S-2\;step\;:\;100^\circ{C}\times20\;min$., boiling water treatment under free tension)and final step is setting simulation$(S-3\;step\;:\;180^\circ{C}\times2\;min$., hot air treatment under free tension). Regular yarn in multi-step treatment showed higher shrinkage at S-3 step and DTY showed higher in at S-1 step. While POY was relaxed at S-1 step, composite yarn showed different shrinkage properties depending on composite yarn type. Mechanical properties showed good relationship with shrinkage : high shrinkage makes initial modulus decrease and bleating strain increase. It also makes decreasing yield strain and yield stress decrease.

• 한국방재학회 논문집
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• 제7권3호
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• pp.19-31
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• 2007

플라이 애쉬와 고로슬래그를 함유하고 물-결합재비가 낮은 고성능 콘크리트의 자기건조에 의한 습도감소와 수축과의 연관성을 파악하기 위하여 내부 습도와 변형률을 측정하였다. 그 결과 일반 콘크리트 내부 습도 감소는 약 10% 수축변형률은 약 $320{\times}10^{-6}$까지 진행하였으며 플라이 애쉬 10%, 20% 혼입한 콘크리트의 경우 각각 10%, 7%의 습도 감소와 $274{\times}10^{-6}$, $231{\times}10^{-6}$의 변형률을 나타내었다. 고로슬래그 40%, 50%를 혼입한 콘크리트는 11%, $371{\times}10^{-6}$, O30G50은 11%, $350{\times}10^{-6}$의 습도감소와 수축 변형률을 나타내었으며 플라이 애쉬 혼입 콘크리트는 일반 콘크리트에 비해 습도 감소량과 변형률이 감소하며 고로슬래그 혼입 콘크리트는 증가하는 경향을 보였다. 자기수축의 경우 내부 습도와 변형률의 관계만을 고려할 때 플라이 애쉬, 고로슬래그 혼입 유무에 상관없이 모두 습도와 변형률은 강한 선형성을 보였다. 콘크리트 내부 습도 변화와 수축변형률의 관계를 보다 구체화하기 위하여 콘크리트 내부 공극을 단일 네트워크로 가정하고 확장 메니스커스 생성 가정 하에 공극수에서 발생하는 모세관 압력과 수화조직체에서 발생하는 표면에너지 변화를 습도의 함수로 모델링하여 수축의 구동력으로 작용시킨 결과 실험값과 비교적 일치하는 값을 나타내었다. 이를 근거로 물-결합재비가 낮은 고성능 콘크리트에서 자기건조에 의한 습도감소는 20nm이하의 소형공극에서 발생함을 파악할 수 있었으며 따라서 자기수축에 대한 제어 방안은 이러한 소형공극에서의 공극수 표면장력과 포화도에 초점을 맞추어야 함을 확인할 수 있었다.

• 한국건축시공학회지
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• 제8권1호
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• pp.57-62
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• 2008

Twelve mortars were mixed and tested to explore the effect of gypsum on the compressive strength development and shrinkage strain of alkali-activated mortars. Powder typed sodium silicate and ground granulated blast-furnace slag were employed as alkaline activator and source material, respectively, to produce cementless mortar. The main variables investigated were alkali quality coefficient combining the concentration of activator and main compositions in source material, and the adding amount of gypsum ranged between 1 and 5% with respect to the weight of binder. Initial flow, compressive strength development, modulus of rupture, and shrinkage strain behavior of mortar specimens were measured. In addition, the hydration production of alkali-activated pastes with gypsum was traced using X-ray diffraction and energy-dispersive X-ray analysis combined with scanning electron microscope image. Test results showed that the initial flow of slag-based alkali-activated mortar was little influenced by the adding amount of gypsum. On the other hand, the effect of gypsum on the compressive strength of mortar specimens was dependent on the alkali quality coefficient, indicating that the compressive strength increased with the increase of the adding amount of gypsum until a certain limit, beyond which the strength decreased slowly. Shrinkage strain of mortar tested was little influenced by the adding amount of gypsum because no ettringite as hydration product was generated. However, the adding of gypsum had a beneficial effect on reducing the microcrack in the alkali-activated mortar.

• 콘크리트학회논문집
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• 제23권6호
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• pp.741-747
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• 2011

이 연구에서는 강도수준 및 강도발현 속도에 따른 콘크리트의 자기수축과 예측모델의 적용성을 비교하였고, 다양한 양생조건을 적용시켜 자기수축을 검토하였다. 연구 결과에 따르면 콘크리트가 강도가 증가할수록 자기수축이 증가하는 것으로 나타났다. 그러나 동일한 콘크리트 강도의 경우라도 강도발현 속도가 빠른 OPC의 경우 초기 자기수축은 크지만 최종 자기수축은 BFS의 경우가 더 큰 것으로 나타났다. 초기 습윤양생은 자기수축 저감에 영향을 미치며 특히 24시간 이상 습윤양생을 실시하면 최종 자기수축은 크게 감소하는 것으로 나타났다. 기존의 EC2모델은 콘크리트 특성을 적절히 반영하지 못하는 것으로 나타났으며 자기수축을 보다 효과적으로 예측할 수 있는 수정 모델식을 제안하였다.

• 대한치과보철학회지
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• 제39권6호
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• pp.709-734
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• 2001

The aims of this experiment were to investigate the strain and temperature changes simultaneously within autopolymerzing acrylic resin specimens. A computerized data acquisition system with an electrical resistance strain gauge and a thermocouple was used over time periods up to 180 minutes. The overall strain kinetics, the effects of stress relaxation and additional heat supply during the polymerization were evaluated. Stone mold replicas with an inner butt-joint rectangular cavity ($40.0{\times}25.0mm$, 5.0mm in depth) were duplicated from a brass master mold. A strain gauge (AE-11-S50N-120-EC, CAS Inc., Korea) and a thermocouple were installed within the cavity, which had been connected to a personal computer and a precision signal conditioning amplifier (DA1600 Dynamic Strain Amplifier, CAS Inc., Korea) so that real-time recordings of both polymerization-induced strain and temperature changes were performed. After each of fresh resin mixture was poured into the mold replica, data recording was done up to 180 minutes with three-second interval. Each of two poly(methyl methacrylate) products (Duralay, Vertex) and a vinyl ethyl methacrylate product (Snap) was examined repeatedly ten times. Additionally, removal procedures were done after 15, 30 and 60 minutes from the start of mixing to evaluate the effect of stress relaxation after deflasking. Six specimens for each of nine conditions were examined. After removal from the mold, the specimen continued bench-curing up to 180 minutes. Using a waterbath (Hanau Junior Curing Unit, Model No.76-0, Teledyne Hanau, New York, U.S.A.) with its temperature control maintained at $50^{\circ}C$, heat-soaking procedures with two different durations (15 and 45 minutes) were done to evaluate the effect of additional heat supply on the strain and temperature changes within the specimen during the polymerization. Five specimens for each of six conditions were examined. Within the parameters of this study the following results were drawn: 1. The mean shrinkage strains reached $-3095{\mu}{\epsilon},\;-1796{\mu}{\epsilon}$ and $-2959{\mu}{\epsilon}$ for Duralay, Snap and Vertex, respectively. The mean maximum temperature rise reached $56.7^{\circ}C,\;41.3^{\circ}C$ and $56.1^{\circ}C$ for Duralay, Snap, and Vertex, respectively. A vinyl ethyl methacrylate product (Snap) showed significantly less polymerization shrinkage strain (p<0.01) and significantly lower maximum temperature rise (p<0.01) than the other two poly(methyl methacrylate) products (Duralay, Vertex). 2. Mean maximum shrinkage rate for each resin was calculated to $-31.8{\mu}{\epsilon}/sec,\;-15.9{\mu}{\epsilon}/sec$ and $-31.8{\mu}{\epsilon}/sec$ for Duralay, Snap and Vertex, respectively. Snap showed significantly lower maximum shrinkage rate than Duralay and Vertex (p<0.01). 3. From the second experiment, some expansion was observed immediately after removal of specimen from the mold, and the amount of expansion increased as the removal time was delayed. For each removal time, Snap showed significantly less strain changes than the other two poly(methyl methacrylate) products (p<0.05). 4. During the external heat supply for the resins, higher maximum temperature rises were found. Meanwhile, the maximum shrinkage rates were not different from those of room temperature polymerizations. 5. From the third experiment, the external heat supply for the resins during polymerization could temporarily decrease or even reverse shrinkage strains of each material. But, shrinkage re-occurred in the linear nature after completion of heat supply. 6. Linear thermal expansion coefficients obtained from the end of heat supply continuing for an additional 5 minutes, showed that Snap exhibited significantly lower values than the other two poly(methyl methacrylate) products (p<0.01). Moreover, little difference was found between the mean linear thermal expansion coefficients obtained from two different heating durations (p>0.05).