• 한국표면공학회지
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• 제37권5호
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• pp.273-278
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• 2004

The requirements of getting spring steel with higher fatigue strength have been increased to achieve the weight reduction of a vehicle. As the possible increment in fatigue strength by using the conventional shot peening treatment is found to be limited, it is necessary to modify the shot peening treatment. In this study, to investigate the effects of warm shot peening on increasing fatigue strength, tests are conducted on spring steel SAE9524. By the results of rotating bending fatigue tests, the fatigue strength increases up to 23.8% in warm shot peening specimens at $200^{\circ}C$ compared with conventional shot peening. The major reason why the warm shot peening is effective to the improvement of fatigue strength is the increment of the compressive residual stress, which can be effectively formed by shot peening under the condition of warm temperature than room temperature.

• 구강회복응용과학지
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• 제25권4호
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• pp.349-360
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• 2009

목적: 임플란트 보철 수복에서 심미적 요구도가 증진되면서 최근에는 고강도, 고인성을 지니면서 생체적합성 우수하고 치아의 색과 조화로운 지르코니아 지대주의 사용이 증가하는 추세이다. 몇몇 임상보고를 통해 지르코니아 지대주의 우수한 주위조직 반응과 단기간의 성공적인 결과가 보고 되었으나, 장기간의 안정성을 평가하는 기계적 강도에 관한 연구는 미흡한 실정이다. 이에 본 연구에서는 직경, 각도, 연결방식이 상이한 임플란트 고정체 - 지르코니아 지대주의 단순 파절강도와 반복하중에 의한 피로한계 측정을 통해 지르코니아 지대주의 기계적 안정성을 평가해 보고자 하였다. 재료와 방법: ISO규정에 따라 지르코니아 지대주-고정체를 변연골이 3mm 흡수된 조건에서 $30^{\circ}$경사하중으로 압축굽힘강도를 측정하고, 그 값의 80%를 최대하중으로 10%를 최소하중으로 하여 10Hz의 sine형 반복하중을 $5{\times}10^6$ 주기를 초과하는 조건의 내구성한계를 측정하였다. 지르코니아 지대주로는 regular diameter를 가지면서 external butt joint의 straight 지대주와 $17^{\circ}$ angled 지대주, 그리고 narrow diameter 이면서 external butt joint의 straight 지대주와 internal conical joint의 straight 지대주를 사용하였다. 압축굽힘강도 값을 일원분산분석과 사후검정으로 검증하였으며, 피로파절면을 전자주사현미경을 통해 관찰했다. 결과: 압축굽힘강도는 최소 927N 이상으로, 직경의 차이에 따른 유의한 차이를 보였으며( P<.05), 내구성 한계는 503N에서 868N까지의 번위를 보였다. 결론: 지르코니아 지대주는 구강내 기능하중을 견딜수 있는 적절한 기계적 강도를 가지는 것으로 판단된다.

• 한국강구조학회 논문집
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• 제15권1호
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• pp.9-15
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• 2003

최근 건축물의 고층화 및 장스팬화 됨에 따라서 부재단면이 점차 증대되서 용접시공 등이 어려워지고 있다. 이에 대한 해결방안의 하나로 고강도강을 사용하면 부재단면을 감소시킬 수 있다. 고강도강의 주 사용 부위은 높은 축력을 받는 기둥재이다. 휨모멘트와 축력을 동시에 받는 박스형 및 H형 단면을 갖는 고강도 기둥부재의 성능실험을 축력과 세장비를 변수로 수행하였다. 실험 결과 기둥부재의 최대내력이 허용응력도 설계법과 한계상태 설계법을 모두 만족하였다.

• 대한전기학회논문지:전기물성ㆍ응용부문C
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• 제49권6호
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• pp.321-327
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• 2000

FRP has been used very much as high strength and electrical insulation materials. The fiber contributes the high strength and modulus to the composite. The main roles of the matrix in composite materials like FRP are to transmit and distribute stresses among the individual fibers. The fiber orientation in FRP has a great effect on the strength of FRP because the strength of FRP mainly depends on the strength of fiber. In this study, compressive and bending stresses of FRP rods were simulated and measured according to the winding orientation of glass fiber. Inner part of FRP was made unidirectionally by pultrusion method and outer part of FRP was made by filament winding method to give fiber orientation to the FRP. The shear stresses had great effect on the strength of FRP although the stress of parallel direction of FRP was much higher. The tendency of compressive and bending strengths with glass fiber orientation was different each other.

• Journal of the Korean Wood Science and Technology
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• 제43권2호
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• pp.168-176
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• 2015

This study was performed to investigate the effects of heat treatment the on mechanical properties of two species of wood under different heating conditions including at $180^{\circ}C$ for 12 h and 24 h, and at $210^{\circ}C$ for 3 h and 6 h. Two species of wood, Pinus densiflora and Larix kaempferi, were exposed to different heat treatments to assess the effects on the volume change, bending properties in static and dynamic mode and compressive strength. The results showed heat treatment caused significant changes in mechanical properties such as the static and dynamic moduli of elasticity ($MOE_d$ and $MOE_s$), and the modulus of rupture (MOR). The volume of the wood after heat treatment decreased as the heating temperature and time were increased. The bending strength performance of the wood after heat treatment decreased as the heating temperature and time were increased. The effect of heat treatment at a high temperature on the bending MOR was greater in both species than that for a long time. However, the compressive strengths of all the heat-treated samples were higher than the control sample. Furthermore, highly significant correlations between $MOE_d$ and MOR, and $MOE_s$ and MOR were found for all heating conditions.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2023년도 봄 학술논문 발표대회
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• pp.325-326
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• 2023

This paper presents an experimental study on the bending behavior of Kagome truss composite beams reinforced by fiber-reinforced composites (FRC). Two types of FRCs, i.e., high ductile FRC with a high tensile ductility and high strength FRC with high compressive strength were used; and three Kagome truss composite beams reinforced by FRCs were manufactured. In order to investigate the bending behavior of beams, bending tests were carried out. Test results showed that types of FRCs and reinforcement methods significantly influenced the bending behavior of Kagome truss composite beams.

• Advances in concrete construction
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• 제1권3호
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• pp.215-225
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• 2013

The results of experimental testing of the effect of confined concrete on compressive strength and ductility of concrete beam subjected to pure bending are presented. The effect of different stirrups forms and spacing, as well as different concrete strengths, on beam carrying capacity and ductility were analyzed. Ultimate strength capacity and deflection of concrete beam increase with the decrease in stirrups spacing. Stirrup form has a great effect on the ultimate carrying capacity and ductility of concrete beam. Stirrups which confined the region of concrete in the compression more contribute to greater compression strength of concrete than common stirrups at the perimeter of the entire cross-section of the beam.

• Advances in concrete construction
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• 제6권2호
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• pp.159-175
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• 2018

The main aim of this study is to investigate the possible effects of metakaolin on strength and durability properties of concrete. For this purpose, concrete mixtures are produced by substituting cement with metakaolin 0, 5, 10 and 20% by weight. The amount of binder for the concrete mixtures are 300 and $400kg/m^3$ with a constant water to cement ratio of 0.6. Compressive and bending strengths, freeze-thaw and high-temperature resistances, capillary coefficients and rapid chloride permeability properties were determined and compared each other. Because of all the experiments conducted, it has been found that the use of metakaolin as a pozzolanic additive in concrete have positive effects especially on compressive and bending strengths, capillary, rapid chloride permeability, freeze-thaw resistance, and high temperatures, up to $800^{\circ}C$. The results indicated that the performance of concrete can be enhanced by metakaolin. Particularly, compressive strength and durability properties have found to be improved with increasing metakaolin content which is attributed to pozzolanic activity and filler effect. Furthermore, metakaolin has relatively positive impacts under elevated temperatures and freeze-thaw effects. However, almost all the strengths of entire concrete specimens are lost at $800^{\circ}C$. Consequently, the optimum metakaolin substitution ratio can be suggested to be 20% as per this study.

• 한국세라믹학회지
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• 제34권3호
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• pp.257-264
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• 1997

MPB조성영역에 MnO2를 첨가한 압전체를 제조하여 분극처리후에 반복압축응력을 부여함에 따른 압전열화 현상을 조사하고 분극처리 전후의 굽힘강도의 변화 및 파괴특성을 연구하였다. MnO2를 0.25wt.% 첨가한 시편에서 가장 적은 열화현상이 일어났다. 굽힘강도는 분극처리 후 하중방향에 평행한 방향으로 분극처리한 시편이 분극처리 전보다 높은 강도를 나타내었고, 수직한 방향으로 분극처리한 시편은 낮은 값을 나타내었다. 이는 분극처리시 발생하는 전계방향으로 압축잔류응력, 직각방향으로 인장잔류응력 때문인 것으로 사료된다.

• International Journal of Safety
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• 제1권1호
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• pp.24-27
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• 2002

Recently the steel parts used in automobiles are required to be used under high stress more than ever before due to the need of keeping the weight down. To achieve this requirement of the high strength steel, it must be necessary to decrease inclusion contents and surface defects as like decarburization, surface roughness etc. In this study, the surface conditions are measured to know the influence on fatigue properties by two cases of two-stage shot peening and single-stage shot peening. And for this study, three kinds of spring steel (JISG408l-SUP7, SAE 9254 and DIN 50CrV4) are shaped. This study shows the outstanding improvement of fatigue properties at the case of two-stage shot peening in the rotating bending fatigue test and it results from (1) decreasing the surface roughness (2) unchanging the surface hardness (3) increasing the compressive residual stress. Moreover, results also show fatigue failures originated at the inclusion near the surface, and this inclusion type is turned out to be an alumina of high hardness.