• 산업기술연구
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• 제22권A호
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• pp.145-151
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• 2002

This paper is results of extensive centrifuge model experiments about design factors influencing the bearing capacity and the settlement behaviors of SCP (Sand Compaction Pile). Centrifuge model tests were carried out changing design factors for SCP method such as replacement area ratio (as= 20, 40, 70%), Improvement ratio to footing width (W/B = 1, 2, 3), and amount of fines m sand pile (#200 = 5, 10, 15). Therefore, the effects of these design factors on the bearing capacity and the settlement behavior of SCP were investigated and changes of stress concentratio rato due to such an design factors were also investigated. Centrifuge model testing technique for preparing and installing centrifuge model of sand compaction pile, using freezing them, was also developed. As results of centrifuge model tests, more fines in sand compaction pile increases the bearing capacity of SCP. Optimum improvement ratio to footing width was found to be 2. Values of stress concentration ratio was in the ranges of 1.5 - 3.5. The depth of bulging in sand plies was found in the range of 2.0 - 2.5 times of pile diameter.

• 대한기계학회논문집A
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• 제23권7호
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• pp.1094-1103
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• 1999

Ice-plugging of tube in nuclear power plant has been widely used for the purpose of preventing flow of the tube temporarily like a valve. Most common plugging method employs Liquid Nitrogen Gas of $-196^{\circ}C$. According to the change of tube materials and its dimension, the thermal stress caused from the application of the frozen gas can be varied. In this research, a series of experiments have been carried out to inspect the effect of tube geometry on thermal stresses induced due to ice-plugging. Two typical dimension of stainless and mild steels of 3 and 6 inch diameters were used for the experiments. Each critical spots were checked using strain rosette gages. Another inspection was made on the pressure and temperature of the fluid. It is shown that significant thermal stress level which can cause plastic deformation of failure has not been noticed in this series of experiments.

• 산업기술연구
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• 제21권B호
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• pp.187-193
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• 2001

This paper is results of extensive centrifuge model experiments about design factors influencing the bearing capacity and the settlement behaviors of SCP (Sand Compaction Pile). Centrifuge model tests were carried out changing design factors for SCP method such as replacement area ratio (as= 20, 40, 70%), improvement ratio to footing width (W/B = 1, 2, 3), and amount of fines in sand pile (#200 = 5, 10, 15). Therefore, the effects of these design factors on the bearing capacity and the settlement behavior of SCP were investigated and changes of stress concentratio rato due to such an design factors were also investigated. Centrifuge model testing technique for preparing and installing centrifuge model of sand compaction pile, using freezing them, was also developed. As results of centrifuge model tests, more fines in sand compaction pile increases the bearing capacity of SCP. Optimum improvement ratio to footing width was found to be 2. Values of stress concentration ratio was in the ranges of 1.5 - 3.5. The depth of bulging in sand piles was found in the range of 2.0 - 2.5 times of pile diameter.

• International Journal of Industrial Entomology and Biomaterials
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• 제27권1호
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• pp.180-184
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• 2013

Recently, silk sericin has attracted the attention of researchers owing to its useful properties as a biomaterial including 1) good wound healing and cell activities, 2) fast gelation character, and 3) high water retention property. In the present study, silk sericin was prepared using different extraction times in hot water and the effect of extraction time on the rheological properties of sericin solutions and gels was examined. It was found that the production yield of sericin increased with extraction time. The shear viscosity of sericin solutions and gels decreased with increasing extraction time due to a decrease in sericin molecular weight. When the sericin solution transformed to a gel, the viscosity increased and the shear thinning behavior was more evident. In addition, the shear stress measurements indicated that the slip between the sericin samples and the measuring plate of the rheometer was increased by the gelation of sericin. The compression strength of sericin gel could be increased remarkably (by more than 100 fold) by preparation using the freezing and thawing method.

• 대한치과보철학회지
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• 제32권4호
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• pp.526-552
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• 1994

The extent and direction of movement of removable partial dentures during function are influenced by the nature of the supporting structures and and the design of the prosthesis. Since forces are transmitted to the abutment teeth through occlusal rests, guide planes and direct retainers during functional movements, proper design based on the avaialble research data will maintain the health of abutment teeth and their supporting structures. The purpose of this in vitro study is evaluating stress distribution clinically around the abutment teeth prepared following 4-type clasping systems for unilateral free-end removable partial dentures. Three-Dimensional Photoelastic Stress Analysis method was used because it shows a visual display of stresses of the simulated abutment teeth and residual ridges and reveals stress concentration that can be read at any given points in terms of direction and magnitude. For this study, the author fabricated 4 mandibular photoelastic epoxy models missing left 1st and End molar. Epoxy models were duplicated and 4 unilateral removable partial dentures were construe- ted in accordance with 4-type direct retainers. Unilateral free-end removable partial dentures were positioned on their own models. 6kg force was loaded on the every removable partial dentures of the epoxy model on the central fossa of mandibular left 1st molar vertically by the loading device. After the stress was frozen in a stress freezing furnace, 6 specimens of 6-mm thickness were made from every epoxy model and examined with the circular polariscope. The results were as follows : 1. Generally I-bar clasp revealed the most favorable stress distribution around the abutment teeth. 2. At the end portion of the free-end ridge, Back action clasp showed the highest stress concentration at the bucco-lingual and top portions of the residual alveolar ridge. 3. At the distal area of the abutment teeth, Akers clasp and Roach clasp showed higher stress concentration bucco-lingually and apically than the others. 4. To the abutment tooth, I-bar clasp showed the least stress distribution bucco-lingually but the others showed irregular stress distribution. 5. At the mesial area of the abutment teeth, the order of effective stress distribution was I-bar clasp, Back-action clasp, Akers clasp and Roach clasp. There was big difference of stress distribution between them. 6. At the right 2nd premolar and 1st molar, the stress concentration of Akers clasp was a little high but that of I-bar clasp was low.

• 대한치과보철학회지
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• 제30권3호
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• pp.457-478
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• 1992

Electrical resistance strain gauges, brittle-coatings, Moir'e fringe analysis, photoelasticity methods, etc, have been employed in the study of stress analysis and three-dimensional photoelasticity method used in this experiment. The author fabricated a total of 24 samples of maxillary and mandibular edentulous ridges with normal and sharp shapes using epoxy resin, one of the photoelastic materials. In addition, complete denture made from artificial resin teeth in other twoo sizes, large and medium size, were affixed to the specimens and attached to an articulator. The following results were attained by cutting 9 slice specimens into 6mm thick portions, in accordance with the three dimensional photoelastic stress freezing method, to analyze stress distribution status under specific static loading in the central, lateral and protrusive occlusions of the shape of edentulous ridge. 1. In the case of central occlusion, when complete resin artificial teeth in large and medium sizes were used on normal and sharp alveolar ridges, high stress distribution was broadly shown in the labio-buccal sides, and low and concentrated in the lingual sides, in all cases. Generally, the highest stresses were shown at the top of the alveolus, or at 2mm below the top of the alveolus, particularly in the specimen 2, 3, and stresses were more or less the same in the symmetrical right and left sides. 2. In the case of lateral occlusion, when the same load was applied, high stresses were shown broadly at the working sides in both the labio-buccal and lingual sides, and low and concentrated at the balanced sides. The highest stresses were shown in the top of the alveolus on the working sides in specimen 2 portion, and the lowest stresses at the balanced sides in specimen 6, slightly higher stresses were shown at retromolar parts in the balanced sides. 3. In the case of protrusive occlusion, high stresses were broadly shown at the labio-buccal sides, and slightly higher stresses at the top 2, 4, and 6mm parts of the alveolus with concentration. The highest stresses were shown in specimen No. 5 and the lowes stresses in specimen 1, 9 and stresses were more of less the same at the symmetrical right and left sides.

• 한국산림과학회지
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• 제98권1호
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• pp.115-124
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• 2009

새로운 균주가 육종되었을 때 그 균주가 장기간 고유특성을 유지하기란 쉽지 않으며, 시간이 경과 할수록 균주는 퇴화를 거듭한다. 이에 따라 현재 많이 이용되고 있는 초저온에서의 균주보존 후 균사의 활력과 온도가 생존에 미치는 영향과 표고균주가 동결하는 동안 나타나는 상태변화를 이해하고자 하였다. 저온 처리별 균주보존결과 표고균주의 생존은 $-20^{\circ}C$에서 50일간 보존하면 사멸했으며, $-80^{\circ}C$와 $-196^{\circ}C$에서 보존한 균주들은 온도에 영향을 받지 않고 생존하였다. 저온 처리별 균사생장속도는 $-80^{\circ}C$에서 보존한 균주들의 재생속도가 가장 빨랐다. 균사의 정단부분과 말단부분에 대한 저온 처리별 균주보존 결과 부분별 위치는 균사의 활력과 생존에 영향을 끼치지 못했다. 프로그램이 가능한 동결장치를 이용하여 표고균주의 동결과정에서 나타나는 현상을 조사한 결과 균주별 각기 다른 어는점을 가지고 있었다. 또한 표고의 자실체 발생 온도형과 균주별 어는점과의 관계는 관련이 없었다. 프로그램이 가능한 동결장치를 이용하여 표고균주의 동결과정에서 나타나는 상태변화를 최소화하기 위해 일시적으로 낮은 온도로 동결을 시도하였지만 균주들은 온도에 영향을 받지 않았다.

• 지질공학
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• 제24권1호
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• pp.111-122
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• 2014

지반에 대한 정확한 이해를 위해 비교란 시료의 채취를 통한 실내실험이 필수적이며, 사질토 지반의 비교란 시료 채취는 인공동결공법에 의한 방법이 가장 효과적인 것으로 알려져 있다. 본 연구의 목적은 유사한 상대밀도를 가지는 동결-융해시료와 비동결시료의 비배수 삼축압축실험을 이용한 강도평가와 실험과정에서 측정한 압축파와 전단파 속도의 특성변화를 관찰하는 것이다. 인공동결공법에 의해 채취된 사질토 동결 시료를 모사하기 위해 주문진 표준사를 이용하여 수중강사법으로 60%와 80%의 상대밀도를 가지는 동결시료와 비동결시료를 조성하였다. 동결된 시료는 삼축압축실험용 페데스탈에 거치하여 자연융해하면서 1분 간격으로 시료의 온도를 측정하였다. 시료가 완전히 융해된 후 비동결시료와 동일한 방법으로 실험을 실시하였으며, 포화, 압밀, 전단과정에서 연속적으로 압축파와 전단파를 측정하여 속도를 산정하였다. 실험결과, 동결시료는 비동결시료에 비하여 축차응력과 전단강도는 감소하는 결과를 보였지만, 내부마찰각은 동결-융해의 여부와 상관없이 일정한 값을 나타내었다. 압축파 속도는 포화과정에서 B-value가 증가함에 따라 약 1800 m/s까지 증가하여 수렴하였으나, 압밀과정과 전단과정에서는 일정하게 유지되는 경향을 보였다. 전단파 속도는 포화과정에서 B-value가 증가함에 따라 감소하였고, 압밀과정과 전단과정에서는 시료가 받는 유효응력의 변화에 따라 거동하였다. 실험과정에서 압축파 속도는 상대밀도와 동결-융해여부에 상관없이 유사한 경향을 나타내었으나, 전단파 속도는 같은 상대밀도를 가지더라도 동결-융해시료가 비동결시료에 비해 작은 값을 나타내었다. 본 연구는 동결-융해시료와 비동결시료의 삼축압축실험 결과와 탄성파 특성을 비교함으로써 향후 인공동결공법으로 채취된 비교란 동결시료의 강도평가를 위한 예비실험으로 의의가 있다.

• 한국지반공학회논문집
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• 제27권10호
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• pp.13-23
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• 2011

동토기반 말뚝기초의 지지력은 말뚝구조물 표면과 주변 토사의 접촉면에서 발현되는 동착강도에 의해 산정되며, 이는 동착-강도가 동토지반 기초설계를 위한 가장 주요한 설계정수임을 의미한다. 동착강도는 토사종류, 동결온도, 말뚝표면에 수직방향으로 작용하는 지중응력, 재하속도, 말뚝구조물의 표면 거칠기 등 다양한 인자들에 동시다발적인 영향을 받는 것으로 보고되고 있다. 1960년대부터 동토지반 기초설계를 위한 동착강도 산정방법들이 제안되어 왔으나, 대부분 동결온도와 말뚝구조물 표면특성에 대한 영향은 고려하고 있는 반면 동착강도의 주요 영향인자 중 하나인 지중응력에 의한 영향을 고려하지 않고 있어 소정깊이 이상의 말뚝기초 설계를 위한 동착강도 산정방법으로 활용되기에는 한계가 있는 것으로 판단된다. 본 연구에서는 동결온도뿐 아니라 지중응력이 동착강도에 미치는 영향을 파악하기 위하여 직접전단시험기를 활용한 동결토 전단강도 및 동착강도 측정실험을 각각 수행하였다. 실험결과 전단강도와 동착강도는 모두 동결온도 조건이 낮아질수록, 혹은 수직응력 조건이 커질수록 증가하는 경향을 보였다. 전단강도와 동착강도의 정량적 관계분석을 위해 정의된 전단강도와 동착강도의 비 $r_s$는 초기 동결온도에서는 급격하게 감소하는 경향을 나타냈으나, 동결온도가 낮아질수록 증가하며 수렴구간을 형성해가는 경향을 보였다. 본 연구에서는 최종적인 연구결과로서 동결온도 및 수직응력 조건을 바탕으로 결정된 $r_s$값을 이용하여 동결토의 전단강도로부터 동착강도를 예측할 수 있는 방법을 제안하고 있다.

• 비파괴검사학회지
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• 제20권4호
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• pp.269-275
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• 2000

동결-융해 피로로부터 발생되는 손상이 콘크리트의 열화 및 붕괴를 초래하는 중대한 문제가 된다는 것은 이미 널리 알려져 있다. 일반적으로 동결-융해 피로가 지속되면 콘크리트의 미시조직에 내부응력과 크랙을 유발시킨다. 본 연구에서는 콘크리트에서의 동결-응해 손상을 평가하기 위해 종파와 표면파속도를 동시에 측정하는 one-sided 응력파 속도측정기법이라는 새로운 기법을 사용하였다. 상업용 시험장치를 이용하여 ASTM C666에 따라 제작된 $400{\times}350{\times}100mm$ 크기의 콘크리트 시편에 동결-융해 손상을 발생시켰다. 1사이클은 온도변화를 -14에서 $4^{\circ}C$로 하였고, $4{\sim}5$시간이 소요되었다. 매 5사이클마다 one-sided 응력파 속도측정기법에 기초하여 종파 및 표면파속도를 측정하였다. 동결-융해 손상이 증가함에 따라 종파 및 표면파속도의 변화가 있었고 이것은 동결-등채 피로 손상과정을 보다 유효하게 나타낸다는 것을 입증하였다. 또한 one-sided 기법에 의해 측정된 종파속도의 변화를 투과법을 이용하여 측정된 결과와 비교하였다.