• 한국수산과학회지
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• 제33권5호
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• pp.418-422
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• 2000

생분해성이며 가식성 어분 단백질 필름을 가공하기 위한 기초 자료로써 명태어분 단백질 필름의 가공조건에 따른 인장강도, 신장률 및 색의 변화를 측정한 결과는 다음과 같다. 명태어분단백질 용액의 캐스팅량이 증가할수록 명태어분단백질 필름의 인장강도와 신장률은 증가하였다 반면 glycerol의 첨가량이 증가하고, 명태어분단백질 용액의 pH가 낮을수록 필름의 인장강도와 신장률은 떨어졌다. 가소제의 종류별에 따른 인장강도는 sorbitol, polyethylene glycol 및 glycerol 첨가 필름의 순으로 높게 나타났으며, 신장률은 polyethylene glycol 첨가 필름이 가장 높았고 sorbitol 및 glycerol 첨가 필름은 서로 비슷하였다. 명태어분단 백질 용액의 농도가 진할수록 필름의 인장강도도 증가하였으나, 신장률은 비슷한 경향을 나타내었다. 상대습도를 달리하여 필름을 저장한 결과 상대습도가 높을수록 인장강도는 감소하였고 신장률은 증가하였다. 가소제의 종류가 필름의 색에 미치는 효과에서 L(밝기)과 b (황객도)는 sorbitol 첨가 필름이 가장 높았고, a (적색도)와 전체적인 색의 차이 (${\delta}E$)는 polyethylene glycol 첨가 필름이 가장 높았다.

• 열처리공학회지
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• 제32권3호
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• pp.107-112
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• 2019

In order to investigate the effect of plastic deformation and annealing process parameters on strength and electrical conductivity of Cu-Fe alloys, Cu-10wt%Fe, Cu-15wt%Fe alloys were drawn up to ${\eta}=4$ and annealed in the temperature range of $300^{\circ}C$ to $700^{\circ}C$, followed by measurements of tensile strength and electric conductivity. As draw strain increases, tensile strength increases while electrical conductivity decreases. These observations result from reduction of dislocation density and decrease in Fe fiber spacing. Raising annealing temperature brought about decrease of tensile strength and increase of electrical conductivity up to $500^{\circ}C$, being followed by decreasing above $500^{\circ}C$. Such results are thought to be caused by decrease of dislocation density below $500^{\circ}C$ and rapid solubility increase of Fe in Cu above $500^{\circ}C$. For the purpose of obtaining both high strength and high conductivity, annealing process should be incorporated just prior to reaching to final draw strain. For Cu-10wt%Fe alloy, the tensile strength 706.9 MPa and the electrical conductivity 54.34%IACS were obtained through the processes of drawing up to ${\eta}=3$, annealing at $500^{\circ}C$ for 1 hour and additional drawing up to total strain of ${\eta}=4$.

• 콘크리트학회논문집
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• 제13권6호
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• pp.584-592
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• 2001

철근콘크리트보(reinforced concrete beam)는 콘크리트의 압축강도에 비해 낮은 인장강도로 인해 사용하중 단계에서 균열이 발생하게 된다. 발생된 균열에 의해 감소된 콘크리트의 휨강성은 전체적인 구조물의 강도와 강성을 감소시킨다. 인장강도 및 휨강도를 증가시킨 섬유보강 콘크리트(fiber reinforced concrete)를 인장영역에 이용함으로서 구조물의 강도와 강성을 증가시킬 수 있을 뿐만 아니라 균열 및 처짐이 감소되는 효과가 있으므로 구조물의 전체적인 안전성과 사용성을 확보할 수 있다. 본 연구에서는 보통강도 콘크리트(normal strength concrete)와 고인장강도 콘크리트(high tensile strength concrete)의 합성으로 이루어진 이중 콘크리트보(dual concrete beam)의 힘의 평형조건과 변형률 적합조건을 이용하여 탄성해석과 극한해석 모델을 제안한다. 세 가지 종류의 철근비에 대해 각각 하나의 철근콘크리트보와 두 개의 이중 콘크리트보를 시험하여 이중 콘크리트보의 구조적 강성을 검토하였다. 이중 콘크리트보는 철근콘크리트보에 비해 약 30%이상의 극한하중의 증가를 나타내었고, 휨강성의 증가와 더불어 처짐이 감소되었다.

• Steel and Composite Structures
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• 제39권4호
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• pp.401-417
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• 2021

This study experimentally reveals the influence of welding on grade S690Q high strength steel (HSS) butt joints from both micro and macro levels. Total eight butt joints, taking plate thickness and welding heat input as principal factors, were welded by shielded metal arc welding. In micro level, the microstructure transformations of the coarse grain heat affected zone (CGHAZ), the fine grain heat affected zone (FGHAZ) and the tempering zone occurred during welding were observed under light optical microscopy, and the corresponding mechanical performance of those areas were explored by micro-hardness tests. In macro level, standard tensile tests were conducted to investigate the impacts of welding on tensile behaviour of S690Q HSS butt joints. The test results showed that the main microstructure of S690Q HSS before welding was tempered martensite. After welding, the original microstructure was transformed to granular bainite in the CGHAZ, and to ferrite and cementite in the FGHAZ. For the tempering zone, some temper martensite decomposed to ferrite. The performed micro-hardness tests revealed that an obvious "soft layer" occurred in HAZ, and the HAZ size increased as the heat input increased. However, under the same level of heat input, the HAZ size decreased as the plate thickness increased. Subsequent coupon tensile tests found that all joints eventually failed within the HAZ with reduced tensile strength when compared with the base material. Similar to the size of the HAZ, the reduction of tensile strength increased as the welding heat input increased but decreased as the thickness of the plate increased.

• 한국지반신소재학회논문집
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• 제17권4호
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• pp.225-238
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• 2018

본 연구에서는 토목섬유 보강재의 시공중 손상 정도를 규명하기 위하여 국내에서 많이 사용되고 있는 주요 토목섬유 보강재 제품(7개 사의 15 종류)을 대상으로 다양한 입도의 성토재료를 적용한 현장내시공성시험을 수행하였다. 현장내시공성시험은 FHWA(2009) 지침을 참조하여 수행하였으며, 다짐시공 후 추출된 토목섬유 보강재 시료에서 인장강도 시편(크기 $0.2m{\times}1.4m$)을 최대 20개 이상 균등하게 샘플링하여 인장강도시험을 수행함으로써 시공에 따른 인장강도 감소 정도를 분석하였다. 분석 결과, 성토재료의 다짐시공으로 인한 토목섬유 보강재의 인장강도 감소 정도는 토목섬유 보강재의 종류와 성토재료의 최대입경에 크게 영향을 받으며, 비교적 강성이 작은 PET 결합형 지오그리드(PVC 코팅)의 인장강도 감소율이 가장 크게 나타났고, 전반적으로 성토재료의 최대입경이 클수록 인장강도 감소율은 더욱 크게 나타남을 알 수 있었다. 또한, 이 시험결과와 함께 기 수행된 현장내시공성시험 결과들을 분석하여 토목섬유 보강재의 시공성 감소계수를 보다 합리적으로 평가할 수 있는 방안을 제시하였다.

• 대한금속재료학회지
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• 제48권11호
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• pp.974-980
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• 2010

Various types of steel, namely, 0.35C, 0.2C-Cr, and 0.2C-Cr-Mo steels, were quenched and tempered by high-frequency induction heat treatment. The type, size, and spheroidization of the carbides varied depending on the tempering temperatures ($450{\sim}720^{\circ}C$). During the tempering process, the carbide was precipitated in the martensite matrix. The 0.35C, 0.2C-Cr, and 0.2C-Cr-Mo steels contained carbides that were smaller than 120 nm. The carbide was spheroidized as the tempering temperature increased. Owing to the fine microstructure and spheroidization of the carbides, all three steels had a high tensile strength as well as yield ratio and reduction of area. In the case of the 0.2C-Cr steel, the use of Cr as an alloying element facilitated the precipitation of alloyed carbides with an extremely small particle and resulted in an increase in the spheroidization rate of the carbides. As a result, a large reduction of area was achieved (>70%). The 0.2C-Cr-Mo steel had the highest tensile strength because of the high hardenability that can be attributed to the presence of alloying elements (Cr and Mo). Quenching and tempering steels by induction heat treatment resulted in a high strength of over 1 GPa and a large reduction of area (>70%) because of the rapid heating and cooling rates.

• Advances in concrete construction
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• 제4권3호
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• pp.195-206
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• 2016

Today, application of additives to replace cement in order to improve concrete mixes is widely promoted. Micro-silica is among the best pozzolanic additives which can desirably contribute to the concrete characteristics provided it is used properly. In this paper, the effects of AP2RC and P1RB micro-silica gels on strength characteristics of normal concrete are investigated. Obtained results indicated that the application of these additives not only provided proper workability during construction, but also led to increased tensile, compressive and flexural strength values for the concrete during early ages as well as ultimate ones with the resulting reduction in the porosity lowering permeability of the micro-silica concrete. Furthermore, evaluation of microbial contamination of the mentioned gels showed the resultant contamination level to be within the permitted range.

• Structural Engineering and Mechanics
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• 제66권4호
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• pp.445-452
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• 2018

In this paper the effects of particle size and model scale of concrete have been investigated on point load index, tensile strength, and the failure processes using a PFC2D numerical modeling study. Circular and semi-circular specimens of concrete were numerically modeled using the same particle size, 0.27 mm, but with different model diameters of 75 mm, 54 mm, 25 mm, and 12.5 mm. In addition, circular and semi-circular models with the diameter of 27 mm and particle sizes of 0.27 mm, 0.47 mm, 0.67 mm, 0.87 mm, 1.07 mm, and 1.27 mm were simulated to determine whether they can match the experimental observations from point load and Brazilian tests. The numerical modeling results show that the failure patterns are influenced by the model scale and particle size, as expected. Both Is(50) and Brazilian tensile strength values increased as the model diameter and particle sizes increased. The ratio of Brazilian tensile strength to Is(50) showed a reduction as the particle size increased but did not change with the increase in the model scale.

• Journal of the Korean Wood Science and Technology
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• 제34권5호
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• pp.67-78
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• 2006

Modification of polylactic acid (PLA) and 10% maleic anhydride (MAH) with 15% dicumyl peroxide (DCP) based on MAH weight was conducted in the kneader at $160^{\circ}C$ and 30~70 rpm, for 15 min. The resulting MAH-modified PLA (PLA-MA) was then evaluated as a compatibilizer for PLA-wood flour (WF) composites. The FTIR and $^1H$-NMR analysis gave evidence of PLA-MA formation. After kneading and reacting with MAH and DCP, the number (Mn) and the weight average (Mw) molecular weights of PLA decreased as compared to the original PLA. The presence of WF in the composites decreased the tensile strength and several other physical properties. The higher the WF loading resulted in the greater the reduction of tensile strength. An addition of 10% PLA-MA as a compatibilizer to the composites improved the tensile strength and several other physical properties, increased the flow temperature, and decreased the melt viscosity. The improved composite revealed 1.42 times increased in tensile strength but not over PLA alone, and absorbed considerably less water compared to those of the composites free-compatibilizer.

• 한국표면공학회지
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• 제47권1호
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• pp.1-6
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• 2014

The copper deposit on steel plate was prepared by pyrophosphate copper plating solution made with variation of inorganic additive. $NH_4OH$ and $NH_4NO_3$ were used as inorganic additives. The copper layer characteristics - tensile strength, crystallite size and crystal orientation - were evaluated by X-ray diffraction and Universal Test Machine. The presence of ammonium nitrate results in reduction of average roughness value from $0.08{\mu}m$ to $0.03{\mu}m$. In pyrophosphate copper plating solution without Inorganic additive, tensile strength of electrodeposit copper foil was reduced from 600 MPa to 180 MPa after 7 days aging. However, when adding ammonium nitrate, there was almost no change of tensile strength, intensity of crystal orientation - (111), (200) and (220) - and crystallite size (2~30 nm).