• 한국주조공학회지
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• 제31권4호
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• pp.191-197
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• 2011

Transparent organic materials have been frequently used as an analog of the solidifying metallic materials, because their transparency permits an in-situ observation of the microstructural development during solidification through optical microscopy. Pivalic acid (PVA)-ethanol system showing an anisotropic property in solid-liquid interfacial energy and interface kinetics was adopted in the present experiment, and the detailed experiments performed are as follows: (1) variation of dendrite tip temperature with growth velocity, (2) correlation between primary dendrite arm spacing (${\lambda}_1$) and the growth orientation away from the heat flow direction (tilt angle: ${\theta}$), (3) variation of dendrite tip radius (R) with growth velocity (V), (4) dendrite tip stability parameter (${\sigma}^*$) and its dependence on the concentration. Concerning the correlation between the dendrite tip temperature and growth velocity the present result is well suited to Hunt-Lu equation. As the tilt angle increases, the average primary dendrite spacing tends to increase.

• 한국음향학회지
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• 제34권4호
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• pp.282-287
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• 2015

본 논문은 공연장에서 의자 설치 조건의 변화가 의자의 흡음특성에 미치는 영향에 관하여 실험적인 연구를 실시하였다. 실제 공연장 의자의 흡음특성을 재현한 1/10 스케일의 축소 의자와 인체모형을 이용하여 실험을 진행하였다. 실험변수로는 의자의 흡음정도, 의자 열 간격의 변화, 청중의 착석유무, 그리고 바닥의 카펫설치 유무로 제한하였다. 열 간격에 따른 청중의 착석 및 바닥의 카펫설치 유무의 영향을 평균적으로 분석하였을 때 의자의 흡음률이 낮을수록 즉, 카펫 혹은 청중 등의 부가적인 흡음력이 없을 때, 열 간격에 의한 흡음률 변화폭이 작게 나타났다. 의자 열 간격 평균 주파수 대역별 흡음률 증가 값에 따르면 주변 인자에 의한 흡음률의 변화는 주파수대역별로 다르게 나타났다.

• Advances in concrete construction
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• 제1권1호
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• pp.103-119
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• 2013

The applicability of limit analysis methods in design and assessment of concrete structures generally requires a certain plastic deformation capacity. The latter is primarily provided by the ductility of the reinforcement, being additionally affected by the bond properties between reinforcing steel and concrete since they provoke strain localization in the reinforcement at cracks. The bond strength of reinforcing bars is not only governed by concrete quality, but also by construction details such as bar ribbing, bar spacing or concrete cover thickness. For new concrete structures, a potentially unfavorable impact on bond strength can easily be anticipated through appropriate code rules on construction details. In existing structures, these requirements may not be necessarily satisfied, consequently requiring additional considerations. This two-part paper investigates in a theoretical study the impacts of the most frequently encountered construction details which may not satisfy design code requirements on bond strength, steel strain localization and plastic deformation capacity of cracked structural concrete. The first part introduces basic considerations on bond, strain localization and plastic deformation capacity as well as the fundamentals of the Tension Chord Model underlying the further investigations. It also analyzes the impacts of the hardening behavior of reinforcing steel and concrete quality. The second part discusses the impacts of construction details (bar ribbing, bar spacing, and concrete cover thickness) and of additional structure-specific features such as bar diameter and crack spacing.

• Steel and Composite Structures
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• 제38권6호
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• pp.691-703
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• 2021

In this study, experiments were conducted to evaluate the flexural performance of prestressed hybrid wide flange (PHWF) beams with hollowed steel webs. A total of four PHWF beams were fabricated, where the width and spacing of the steel webs and the presence of cast-in-place (CIP) concrete were set as the main test parameters, and their flexural behavior and crack patterns, and the longitudinal strain distribution in a section with respect to the width and spacing of the steel webs were analyzed in detail. The experiment results showed that, as the ratio of the width to the spacing of the steel webs decreased, the flexural stiffness and strength of the PHWF beams without CIP concrete decreased. In addition, in the case of composite PHWF beam with CIP concrete, fully composite behavior between the precast concrete and the CIP concrete was achieved through the embedded steel member. Finite element analyses were performed for the PHWF beams considering the bond properties between the hollowed steel webs and concrete, and nonlinear flexural analyses were also conducted reflecting the pre-compressive strains introduced only into the bottom flange. From the comparison of the test and analysis results, it was confirmed that the analysis models proposed in this study well evaluated the flexural behavior of PHWF beams with and without CIP concrete.

• 한국지반공학회지:지반
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• 제8권2호
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• pp.45-58
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• 1992

지반재료의 탄소성 구성 모델은 유연성과 안정성을 동시에 만족하여야 공학적으로 의미를 가지며 실용적으로 사용될 수 있다. 본 연구에서는 안정성이 있는 계수를 사용하는 수정 Cam-clay 모델을 근간으로, 한계상태 간격비를 계수로 도입하여 더욱 유연성이 있는 모델을 제안하였다. 한계상태 간격비는 추가적인 실험없이 간편하게 구할 수 있으며 특히 비배수 전단거동에 대하여 실용적으로 사용될 수 있다. 제안된 모델은 비 배수전단 삼축압축시험에 대하여 응력경로 및 응 력-변형률관계를 수정 Cam-clay 모델에 비하여 매우 정확하게 예측할 수 있었다. 뿐만 아니라 전단변형률 속도, 크리프 및 응력이완의 영향을 고려할 수 있었다. 특히 실제의 상태경계면을 표현 탄성 -완전소성모델, 사용해야 삼축압축시험중 비 배수시험이 W W 삼축압축시험시 전단시험을 논문에서 해석한 점토질 지반의 거동에 대하여 관련유동칙을 따른다는 가정이 잘 적용되기 때문이라고 판단된다.

• 대한토목학회논문집
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• 제35권1호
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• pp.49-61
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• 2015

본 연구는 낙석방지울타리의 성능평가에 관한 두 개의 동반논문 중에서 두 번째 논문이다. 동반논문에서는 낙석방지울타리의 성능평가에 필요한 성능평가기준을 제시하였고 본 논문에서는 동반논문에 제시된 성능평가기준을 이용하여 국내 낙석방지울타리의 성능평가를 수행하였다. 고속도로용 낙석방지울타리는 50kJ의 낙석이 발생하는 장소에서 적절하게 낙석을 방어하고 50kJ 정도의 낙석이 충돌한 직후에도 차량 통행을 방해하지 않을 것으로 평가되었다. 그러나 유럽지침의 수준으로 50kJ의 낙석에너지를 항상 소산시키기 위해서는 아래에서 8번째 와이어로프까지 와이어로프의 간격을 200mm로 조정하고 간격유지대를 연결하여야 한다고 판단되었다. 그리고 간격유지대가 없는 국도용 낙석방지울타리는 상당히 작은 낙석충돌에너지에 대해서도 낙석의 관통가능성이 높기 때문에 고속도로용과 같이 간격유지대를 설치할 필요가 있다고 파악되었다.

• Human Ecology Research
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• 제55권5호
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• pp.491-505
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• 2017

This study investigated the development and core mechanism of subitizing in children and adults as well as provides related theoretical and practical discussions. This study was conducted to determine if subitizing changed with the age of participants and if there were differences in subitizing according to the spacing, color, and shape of the stimuli. The subitizing task set (including forty main trials) was prepared. Forty-five children (fifteen each in groups of 3, 4, and 5-year-olds) and fifteen adults were recruited to perform the subitizing tasks. The results demonstrated that the subitizing speed and accuracy of children improved abruptly between age 3 and age 4. Furthermore, there were significant differences in children's subitizing speed according to the spacing and color of the objects. The children's response time decreased when the objects were fully apart or were of diverse colors. In addition, there were partial significant differences in the subitizing speed of children related to the shape of the objects. The subitizing speed of children decreased in a condition (subitizing 5 objects of diverse colors in fixed spacing) when the shapes of the objects were diverse. The subitizing speed of adults only differed according to the space of the objects. The results demonstrate the development of subitizing in early childhood along with the presence of object individuation processing stages underlying subitizing. This study also provides practical information and suggestions for educational curricula that can strengthen the competency of children in systematic and diverse activities.

• Geomechanics and Engineering
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• 제13권4호
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• pp.621-640
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• 2017

The double-row long-short composite anti-sliding piles system is an effective way to control the landslides with high thrust. In this study, The double-row long-short composite anti-sliding piles with different load segment length (cantilever length) and different pile row spacing were studied by a series of physical tests, by which the influences of load segment length of rear-row piles as well as pile row spacing on the mechanical response of double-row long-short composite anti-sliding pile system were investigated. Based on the earth pressures in front of and behind the piles obtained during tests, then the maximum bending moments of the fore-row and the rear-row piles were calculated. By ensuring a equal maximum moments in the fore-row and the rear-row piles, the optimum lengths of the rear-row piles of double-row long-short composite system under different piles spacing were proposed. To investigate the validity of the reduced scale tests, the full-scale numerical models of the landside were finally conducted. By the comparisons between the numerical and the physical test results, it could be seen that the reduced scale tests conducted in this study are reliable. The results showed that the double-row long-short composite anti-sliding piles system is effective in the distribution of the landslide thrust to the rear-row and the fore-row piles.

• 폴리머
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• 제27권2호
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• pp.135-141
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• 2003

친유성 몬모릴로나이트에 알킬암모늄염으로서 알킬기 함유 실록산 아민 올리고머기를 삽입하면 층간 거리 및 소수성이 증가하며 이와 같은 특성은 다양한 고분자와의 나노복합체 형성 시 몬모릴로나이트의 박리 거동에 영향을 미치는 것으로 알려져 있다. 그러므로 친유성 몬모릴로나이트를 제조함에 있어서 도입 치환기의 구조와 특성과의 상관관계를 연구하는 것은 매우 중요하다고 할 수 있다. 본 연구에서는 물과 디옥산의 혼합용액에 몬모릴로나이트를 분산하고 여러 구조의 알킬기가 도입된 실록산 올리고머 아민염을 치환하여 신규 친유성 몬모릴로나이트를 제조하였으며, 이들의 열분해 특성, 층간 간격, 소수성 등을 조사하였다. 즉, 알킬 실록산 아민 올리고머기의 도입이 실리케이트 층간 간격을 증가시키는 것을 X-선 회절실험 및 TEM 분석에 의해 확인하였으며, 기존의 알킬아민염이 도입된 친유성 몬모릴로나이트에 비해 열분해 온도 및 층간 거리가 크게 증가하였다.

• 한국광학회지
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• 제13권4호
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• pp.319-323
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• 2002

Linewidth enhancement factor ($\alpha{-factor}$) 값이 2와 4인 두 종류의 1.55${\mu}m$ 다층양자우물(Multi-Quantum Well; MQW) 대면적 레이저 다이오드를 제작하였다. 제작된 레이저 다이오드의 far-field 측정 결과 $\alpha{-factor}$ 값이 4일 때 보다 2인 구조에서 반폭치(Full Width at Half Maximum; FWHM)와 필라멘테이션(filamentation)이 감소되었다. 주입전류의 증가에 따라 두 종류 모두 far-field의 FWHM의 증가 현상이 나타났고 이는 filament spacing이 감소하였기 때문으로 설명된다.