• 한국지반공학회논문집
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• 제27권3호
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• pp.63-73
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• 2011

반복수평하중을 받는 말뚝의 거동은 반복하중의 크기와 재하횟수 뿐만 아니라 반복하중의 재하방법(한방향 또는 양방향 재하)에도 영향을 받는다. 본 연구에서는 반복수평하중의 재하방법이 모래지반에 타입된 항타말뚝의 거동에 미치는 영향을 조사하기 위해서 가압토조를 이용한 모형말뚝재하시험을 수행하였다. 실험결과에 따르면 반복수평하중을 한방향으로 받는 말뚝의 누적 영구수평변위는 최초 재하방향과 같은 방향으로 발생하지만, 반복하중을 양방향으로 받는 말뚝의 영구수평변위는 최초 재하방향과 반대 방향으로 발생하였다. 그리고 이와 같은 반복하중의 재하방법에 따른 말뚝 영구수평변위의 변화로 인해 한방향 반복재하는 말뚝의 반복극한수평지지력을 감소시키고 양방향 반복 재하는 말뚝의 반복극한수평지지력을 증가시켰으며, 수평하중의 반복재하횟수가 많아질수록 하중의 재하방법에 따른 말뚝의 반복극한수평지지력 차이는 더욱 확대되었다. 또한 반복수평하중의 재하방법에 따른 말뚝 주변지반의 다짐도 차이로 인해 수평하중이 반복재하되는 동안 말뚝에 발생하는 최대 휨모멘트는 반복하중이 양방향보다 한방향으로 재하되는 경우에 더 크게 나타났다. 그러나 극한상태에서 말뚝에 발생한 최대 휨모멘트는 반복하중이 한방향보다 양방향으로 재하된 경우에 그리고 반복재하를 받은 경우보다 그렇지 않은 경우에 더 큰 것으로 조사되었다.

• 대한치과기공학회지
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• 제25권1호
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• pp.9-20
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• 2003

Using a nickel-chrome casting alloy called 'Rexillium V' which is also available as base metal alloy for dental ceramic crown, 4 types of mixtures(A, B, C, D) with old and new metal were prepared for cyclic casting. The results of cyclic casting can be outlined as follows: 1. For Vickers hardness after casting, specimen A and D tended to have lower hardness in the course of cyclic casting, while specimen B and C tended to higher hardness. 2. The results of X-ray diffraction analysis showed that major crystal phase contained nickelchrome compounds and carbide. 3. The observation results of SEM photographs after cyclic casting show that there was a significant tendency to have similar structures among experimental groups. 4. The results of EDX analysis after cyclic casting showed that there were little differences in chemical composition between parent metal and base metal alloy. Although industrial nickel-chrome cast alloy did not show any significant change in material properties even through cyclic casting over several times, it is recommended that more there be more in-depth studies on how to detect any potential corrosion, discoloration and toxication of dental ceramic crown implanted in patient's oral cavity.

• 한국지반공학회지:지반
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• 제10권4호
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• pp.119-132
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• 1994

본 연구에서는 실트를 포함하는 모래의 액상화강도 및 전단특성을 검토하기 위하여 비배수상태에서 동적 삼축압축시험을 행했다. 그 결과 실트를 포함하는 모래의 액상화강도는 상대밀도 일정의 조건에서는 실트 함유율 30% 정도에서 가장 약한 것으로 판명되었다. 또한 동적 삼축압 축시험의 재하속도를 0.1Hz에서 5Hz까지 변화시켜 실트를 포함하는 모래질 흙의 액상화강도에 미치는 제하속도의 영향을 살펴본 결과 실트의 함유량이 많을수록 재하속도의 영향을 많이 받으나 점토를 함유한 모래질 흙에 비해서는 그 영향이 현저하게 적음을 알 수 있다. 이러한 결과의 일인에 대해서는 유효응력 경로에 있어서의 간극수압의 변화상황으로부터 설명될 수 있다.

• 자원리싸이클링
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• 제10권3호
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• pp.29-36
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• 2001

전기화학적 환원 반응을 이용하는 전기 분해에 의한 방법으로 중금속 폐수를 처리하여 금속성분을 회수하는데 있어 cyclic voltammetry를 적용하였다. 아연용액에서의 아연전극과 탄소전극에 대한 전기적 반응 특성은 voltammogram으로 확인할 수 있었으며 수중 아연이온 환원은 전위가 -0.76V 이하에서 반응이 일어나는 것을 알 수 있었다. 용액 중 아연이온의 산화와 환원으로 인해 형성되는 금속 특성은 X선 회절분석 결과를 통해서 확인할 수 있었으며, AFM 이용하여 구리판에 환원된 아연을 관찰할 수 있었다. 본 연구의 결과는 전기분해에 의한 폐수 중 중금속의 처리 및 회수에 있어 기초자료로 활용죌 수 있을 것으로 사료된다.

• 펄프종이기술
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• 제30권1호
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• pp.29-43
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• 1998

This study was to investigate the effect of .compressive load and cyclic humidity(2$0^{\circ}C$, 65% and 90% RH) on the physical and mechanical properties of corrugated board. Corrugated boards in the study were under compressive load and under cyclic humidity, and their properties were compared to those without load. Results were summarized as follows ; 1 Statistically significant correlation was shown between the ring crush of the boards and the compressive strength of cylinder specimen made from the boards. So we could study the compressive behavior of board with cylinder specimen. 2. The boards under the compressive load increased their moisture content and thickness much more than those without load both in constant and in cyclic RH. 3. The compressive and tensile strength of board samples were inversely and closely proportional to the sheet moisture content regardless of their load and humidity history. 4. The moisture content did not show any significant proportionality to the change of burst strength of boards within this experiment. 5. Board reconditioning in standard condition led to the recovery of the strength loss that had occurred under various load and humidity condition. 6. The handsheets prepared from the boards that had experienced compressive load and cyclic humidity, and those with no-load and 65% RH did not show any significant difference in strength properties. No physical damage or load-carrying properties of the wood fiber were observed by the compressive load and cyclic humidity history.

• Steel and Composite Structures
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• 제43권5호
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• pp.673-688
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• 2022

Post-earthquake fire is a major threat since most structures are designed allowing some damage during strong earthquakes, which will expose a more vulnerable structure to post-earthquake fire compared to an intact structure. A series of experimental research on steel-concrete composite beam-to-column joints subjected to fire after cyclic loading has been carried out and a clear reduction of fire resistance due to the partial damage caused by cyclic loading was observed. In this paper, by using ABAQUS a robust finite element model is developed for exploring the performance of steel-concrete composite joints in post-earthquake fire scenarios. After validation of these models with the previously conducted experimental results, a comprehensive numerical analysis is performed, allowing influential parameters affecting the post-earthquake fire behavior of the steel-concrete composite joints to be identified. Specifically, the level of pre-damage induced by cyclic loading is regraded to deteriorate mechanical and thermal properties of concrete, material properties of steel, and thickness of the fire protection layer. It is found that the ultimate temperature of the joint is affected by the load ratio while fire-resistant duration is relevant to the heating rate, both of which change due to the damage induced by the cyclic loading.

• Geomechanics and Engineering
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• 제35권6호
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• pp.627-636
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• 2023

The essence of subgrade mud pumping under train load is the migration of fine particles in subgrade soil. The migration of fine particles will change the pore structure of overlying ballast, thus affecting the mechanical properties and hydraulic properties of ballast layer. It is of great theoretical significance and engineering value to study the effect of fine particle migration on the pore structure of ballast layer under cyclic loading. In this paper, a tailor-made subgrade mud pumping test model and an X-ray computed tomography (CT) scanning equipment were used to study the influence of migration of fine particles in subgrade soil on the pore parameters (plane porosity, volume porosity, pore distribution and pore connectivity) of overlying ballast under cyclic loading. The results show that the compression of ballast pores and the blockage of migrated fine particles make the porosity of ballast layer decreases gradually. And the percentage of small pores in ballast layer increases, while the percentage of large pores decreases; the connectivity of pores also gradually decreases. Based on the test results, an empirical model of ballast porosity evolution under cyclic loading is established and verified.

• 대한약리학회지
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• 제19권1호
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• pp.93-99
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• 1983

Hydrocortisone 5 mg/kg which exerts minimal effect on the renal function and furosemide 1 mg/kg which induces moderate amount of diuresis were injected intraperitoneally to study their effects on the renal cyclic nucleotides content in rats. 1) The renal tissue levels of cAMP were significantly increased by administration of hydrocortisone, but there was no significant change in the furosemide group compared with that of saline treated control group. Moderate elevation in renal cAMP level was noted by the combined administration of hydrocortisone and furosemide, but this elevation was less than that of hvdrocortisone treated group. 2) The renal cGMP level did not show nay remarkable change after the administration of hydrocortisone, however, there were a significant increase by the administration of furosemide alone or combination of both drugs. The level of renal cGMP was higher and maintained longer in the combined treated group than furosemide treated group. The result of this experiment indicates that the potentiating effect of hydrocortisone on the diuretic action of furosemide nay be related to the renal levels of cGMP rather than that of cAMP.

• Geomechanics and Engineering
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• 제37권4호
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• pp.383-393
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• 2024

Monopile foundations of offshore wind turbines embedded in soft clay are subjected to the long-term cyclic lateral loads induced by winds, currents, and waves, the vibration of monopile leads to the accumulation of pore pressure and cyclic strains in the soil in its vicinity, which poses a threat to the safety operation of monopile. The researchers mainly focused on the hysteretic stress-strain relationship of soft clay and kinds of stiffness degradation models have been adopted, which may consume considerable computing resources and is not applicable for the long-term bearing performance analysis of monopile. In this study, a modified cyclic stiffness degradation model considering the effect of plastic strain and pore pressure change has been proposed and validated by comparing with the triaxial test results. Subsequently, the effects of cyclic load ratio, pile aspect ratio, number of load cycles, and length to embedded depth ratio on the accumulated rotation angle and pore pressure are presented. The results indicate the number of load cycles can significantly affect the accumulated rotation angle of monopile, whereas the accumulated pore pressure distribution along the pile merely changes with pile diameter, embedded length, and the number of load cycles, the stiffness of monopile can be significantly weakened by decreasing the embedded depth ratio L/H of monopile. The stiffness degradation of soil is more significant in the passive earth pressure zone, in which soil liquefaction is likely to occur. Furthermore, the suitability of the "accumulated rotation angle" and "accumulated pore pressure" design criteria for determining the required cyclic load ratio are discussed.

• Archives of Pharmacal Research
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• 제16권1호
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• pp.71-74
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• 1993

The protective effect of adenosine triphosphate (ATP) on gastic ulcer induced in rats has been studied. Gastic ulceration was induced by hypothemic restraint stress or dicolofenac sodium. Gastic acid secretion and mucosal injury produced by the hypothemic restraint stress was greater as compared with those produced by diclofenac sodifum. ATP significantly reduced area of injury, however, increased cyclic adenosine monophosphate (cATP) content. Administration of dipyridamole along with ATP did not change the total lesion area in both models when compared to ATP alone. Aminophyline antagonized antagonized the protective effect of ATP on the injured area. Famotidine was found to be effective in reducing gastric acid output as well as the total injured area without any change in cAMP content when given along with ATP.