• 한국산학기술학회논문지
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• 제16권11호
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• pp.7244-7249
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• 2015

본 연구는 소켓연결방식을 이용한 PSC 제형 거더를 구성하는 프리캐스트 부재의 소켓연결 성능을 검증하고 복부 부재의 최적화 단면을 산정할 수 있도록 단위부재 실험을 수행하여 거더의 구조성능을 평가하였다. 실험은 연결부의 성능실험과 복부의 휨 및 전단 성능 실험을 수행 하였으며 모두 4점 재하방식으로 수행되었다. 실험결과 소켓연결을 실시한 시험체에서의 초기균열하중은 기준시험체 대비 크게 저하 되었으나 최대하중 이후의 거동은 큰 차이가 없음을 알 수 있었다. 또한 철근의 고리 이음부 길이는 최대하중에 큰 영향을 미치지 않았다. 복부 전단 실험 결과 프리스트레싱 강봉으로 전단 보강을 실시한 시험체에서 기준시험체 대비 높은 사인장 균열하중을 나타내었다. 복부 휨 실험 결과 인장측에 프리스트레싱 강봉으로 보강한 시험체에서 가장 큰 최대하중 결과를 얻을 수 있었다.

• Elastomers and Composites
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• 제48권2호
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• pp.172-179
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• 2013

고분자 소재의 충격강도 증대를 위해 충격보강제를 이용하는 경우가 많다. 본 연구에서는 충격보강제가 함유된 나일론6에 대해서 충격보강 원리를 분석하고자 충격시험을 모사하였다. 이를 위해 나일론6에 포함된 충격보강제인 고무 첨가제의 모델링을 시도하였다. 모델링을 토대로 충격시험을 모사하고 충격시편 단면에서의 응력 분포 및 방향을 통해 충격강도 증대 원리를 관찰하였다. 시편 단면에서 충격보강제 유무에 따른 해석을 하여 비교하였고, 충격보강을 위해 사용되는 고무첨가제의 표면처리 여부에 따른 해석도 수행하여 응력을 비교하였다. 해석결과 노치에서 발생한 응력이 내부로 전파되면서 충격보강제 주변으로 경로가 바뀌면서 응력이 감소되는 현상이 나타났다. 특히 충격보강제를 함유한 시편에서 노치부 표면의 응력이 낮았다. 또한, 크랙이 발생하는 방향과 직각인 방향의 주 응력 크기도 충격보강제를 포함한 시편에서 낮게 나타났다. 이로 인해 크랙의 전파가 감소되고 충격강도가 증대되었다고 분석된다. 이러한 컴퓨터모사 방법은 복합재료의 물성 증대 원인을 파악하는데 활용할 수 있다고 판단된다.

• Journal of Advanced Marine Engineering and Technology
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• 제35권7호
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• pp.899-906
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• 2011

Generally, load conditions of machine or structure in fatigue destruction is occurred not under single load conditions but under mixed load conditions. However, the experiment under mixing mode is insufficient because of no having test standard to the behavior of crack under mixing mode and variety of test methods, and many tests are required. In this paper measured crack direction path by created figure capture system when a experiment. Also, we studied by comparison the behavior of crack giving the change of stress ratio and inserting beach mark. Through the test under mixing mode, advancing path of crack is indicated that advancing inclined angle ${\Theta}$ (direction of specimen length) has increased depending on the increase of mixed mode impaction. It is indicated that according to the increase of mixed mode loading condition impaction under mixing mode, advancing speed of crack gets slow. Also, we found that inner crack(cross section of specimen) is progressed more rapidly than outer crack based on data through beach mark.

• 대한기계학회:학술대회논문집
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• 대한기계학회 2003년도 춘계학술대회
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• pp.13-18
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• 2003

Reduced activation ferritic steel, JLF-1 steel (Fe-9Cr-2W-V-Ta), is one of the promising candidate materials for fusion reactor applications. Fracture toughness ($J_IC$) and tensile tests were carried out at room temperature and elevated temperature ($400^{\circ}C$). Two types of CT specimen were prepared to examine the effect of rolling direction on the fracture toughness of JLF-1 steel. Four types of tensile specimen were also prepared to investigate the property by the rolling direction and welding. The Micro Vickers hardness was measured at various distances of a cross section of the TIG joints of JLF-1 steel according to the heating history of each position. Finally, the fracture surface was observed by scanning electron microscopy (SEM).

• 대한용접접합학회:학술대회논문집
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• 대한용접접합학회 2005년도 춘계학술발표대회 개요집
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• pp.370-376
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• 2005

Magnesium alloys are becoming important material for light weight car body, due to their low specific density but high specific strength. However they have a poor weldability, caused high oxidization tendency and low vapor temperature. In this study, the welding performance of magnesium alloys was investigated for automobile application. The materials were rolled magnesium alloy sheet contains Al and Zn such as AZ3l , AZ6l and AZ9l. Three types of welding process were studied, that were GTAW, Laser beam welding and FSW. To evaluate the weldability, we examined the appearance of welding bead. Also we checked bead shape and internal defects such as crack and porosity on cross section of welding bead. The mechanical property was measured for welded specimen by tensile test. For determination of the strength change by welding process, the hardness profile across the welding center was measured. For the results, the tensile properties of welded specimen were decreased obviously on all welding process. For the fusion welding process such as GTAW and laser beam welding, the surface of the welding bead was covered with oxidized magnesium dust but it was removed by simple cleaning work as wipe-out with tissue. Also under cut, that caused vaporization of base metal was occurred. for the friction stir welding, there was no oxidation, under-cut or internal defects. However it had poor weld performance, the reason was cleavage fracture occurred at plastic deformation zone. For welding of magnesium alloy, the laser beam welding process was recommended.

• Geomechanics and Engineering
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• 제33권4호
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• pp.327-339
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• 2023

The expansion capacity and strength of expansive grout have a significant influence on the stress state of a supported rock mass and the strength of a grout-rock mass structure. The expansion and strength characteristics are vital in grouting preparation and application. To analyze the expansion performance and mechanical properties of expansive grout, uniaxial compressive strength (UCS) tests, expansion ratio tests, XRD, SEM, and microscopic scanning tests (MSTs) of expansive grout under different curing pressure conditions were conducted. The microevolution was analyzed by combining the failure characteristics, XRD patterns, SEM images, and surface morphologies of the specimens. The experimental results show that: (1) The final expansion ratio of the expansive grout was linear with increasing expansion agent content and nonlinear with increasing curing pressure. (2) The strength of the expansive grout was positively correlated with curing pressure and negatively correlated with expansion agent content. (3) The expansion of expansive grout was related mainly to the development of calcium hydroxide (Ca(OH)2) crystals. With an increase in expansion agent content, the final expansion ratio increased, but the expansion rate decreased. With an increase in the curing pressure, the grout expansion effect decreased significantly. (4) The proportion of the concave surfaces at the centre of the specimen cross-section reflected the specimen's porosity to a certain extent, which was linear with increasing expansion agent content and curing pressure.

• 분석과학
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• 제19권5호
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• pp.407-414
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• 2006

An X-ray diffractometer for spatially resolved X-ray diffraction measurements was developed to identify phase in the narrow (micron-scaled) region of high burn-up fuels and some nuclear materials. The micro-XRD was composed of an X-ray microbeam alignment system and a sample micro translation system instead of a normal slit and a fixed sample stage in a commercial XRD. The X-ray microbeam alignment system was fabricated with a microbeam concentrator having two Ni deposited mirrors, a vertical positioner, and a tilt table for the generation of a concentrated microbeam. The sample micro translation system was made with a sample holder and a horizontal translator, allowing movement of a specimen at $5{\mu}m$ steps. The angular intensity profile of the microbeam generated through a concentrator was symmetric and not distorted. The size of the microbeam was $4,000{\times}20{\mu}m$ and the spatial resolution of the beam was $47{\mu}m$ at the sample position. When the diffraction peaks were measured for a $UO_2$ pellet specimen by this system, the reproducibility ($2{\Theta}={\pm}0.01^{\circ}$) of the peaks was as good as a conventional X-ray diffractometer. For the cross section of oxidized titanium metal, not only $TiO_2$ in an outer layer but also TiO near an oxide-metal interface was observed.

• Steel and Composite Structures
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• 제43권2호
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• pp.139-152
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• 2022

Steel-reinforced concrete (SRC) L-shaped column is the vertical load-bearing member with high spatial adaptability. The seismic behavior of SRC L-shaped column is complex because of their irregular cross sections. In this study, the hysteretic performance of six steel truss reinforced concrete L-shaped columns specimens under the combined loading of compression, bending, shear, and torsion was tested. There were two parameters, i.e., the moment ratio of torsion to bending (γ) and the aspect ratio (column length-to-depth ratio (φ)). The failure process, torsion-displacement hysteresis curves, and bending-displacement hysteresis curves of specimens were obtained, and the failure patterns, hysteresis curves, rigidity degradation, ductility, and energy dissipation were analyzed. The experimental research indicates that the failure mode of the specimen changes from bending failure to bending-shear failure and finally bending-torsion failure with the increase of γ. The torsion-displacement hysteresis curves were pinched in the middle, formed a slip platform, and the phenomenon of "load drop" occurred after the peak load. The bending-displacement hysteresis curves were plump, which shows that the bending capacity of the specimen is better than torsion capacity. The results show that the steel truss reinforced concrete L-shaped columns have good collapse resistance, and the ultimate interstory drift ratio more than that of the Chinese Code of Seismic Design of Building (GB50011-2014), which is sufficient. The average value of displacement ductility coefficient is larger than rotation angle ductility coefficient, indicating that the specimen has a better bending deformation resistance. The specimen that has a more regular section with a small φ has better potential to bear bending moment and torsion evenly and consume more energy under a combined action.

• 치위생과학회지
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• 제17권2호
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• pp.116-122
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• 2017

본 연구는 QLF-D를 이용하여 와동 내벽에 형성된 초기 이차우식증을 탐지가 가능한지 평가해보고, 표면에서 관찰한 우식병소와 실제 와동 내벽에 발생한 병소 간에 차이가 있는지 확인해보고자 시행하였으며, 다음과 같은 결과를 얻었다. 시간의 흐름에 따라 시편의 표면에서 관찰되는 이차우식병소가 점점 진행되었다. 수복물 변연의 우식병소 부분이 수복물에 가려지거나 형광에 의해 우식부분을 육안으로 판단하기에 어려운 부분들이 보였으며, 수복물이 있는 경우의 ${\Delta}F$값은 $-14.20{\pm}3.24$, 와동만 있는 경우의 ${\Delta}F$값은 $-11.56{\pm}3.94$ 로 수복물이 있는 경우의 ${\Delta}F$값이 유의하게 높게 나타났다(p<0.001). 또한 수복한 표면에서 측정한 병소의 ${\Delta}F$값은 $-14.20{\pm}3.24$, 횡단면에서 측정한 병소의 ${\Delta}F$값은 $-18.64{\pm}3.75$로 횡단면보다 표면에서 측정한 병소의 ${\Delta}F$값이 약 1.31배 가량 유의하게 크게 나타났으며, correlation은 0.026으로 낮게 나타났다(p<0.001). 하지만 수복하지 않은 표면과 횡단면의 ${\Delta}F$값 간의 correlation값은 0.613으로 높게 나타났다. 이를 통해 QLF-D를 이용하여 표면에서도 이차우식병소의 탐지가 가능하다는 것을 알 수 있었다. 다만, 수복물에 의한 간섭이 있을 수 있고, 병소의 특성상 실제 병소의 심도보다 적게 측정될 수 있으므로 이에 대한 고려를 통한 탐지가 이루어져야 할 것이다.

• 한국가구학회지
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• 제23권4호
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• pp.407-414
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• 2012

In order to develop the end use of cylindrical laminated veneer lumber (LVL) such as wooden crafts, the light resistance properties of natural dye-colored and finished cylindrical LVL was investigated. The study results were as follows; The cross section of LVL showed the higher light resistance than its tangential section, and the light resistance also increased with surface coated. On the other hand, LVL specimen were colored by 9 natural dyes of amur cork-tree etc., and the natural and apparent hue harmonized with wood was found after coating and light resistance test. Particularly, The dyes extracted from amur cork-tree, persimon and sappan wood showed orange color, reddish brown and red color respectively, giving an accenting effect to original wood color.