• 한국터널지하공간학회 논문집
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• 제14권4호
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• pp.293-308
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• 2012

암반 절리면과 같이 입자와 연속체 평면의 접촉면에서의 전단거동은 전체 구조물의 거동을 지배할 수 있다. 암반설계의 효율을 높이기 위해서는 입자와 연속체 평면의 접촉면 전단거동 메커니즘에 대한 기초적인 이해와 접촉면 전단강도를 정확하게 산정하는 것이 필수적이다. 본 연구에서는 연속체 평면의 표면 거칠기의 영향을 알아보기 위하여 개별요소법 수치해석 프로그램인 $PFC^{2D}$를 사용하였다. 이 때 표면 거칠기는 매끄러운 평면, 중간 거칠기 평면, 거친 평면의 세 가지로 구분하였다. 접촉면 전단시험에서 입자 형상 및 입자 파쇄의 영향을 연구하기 위하여 one ball 모델과 clump 및 cluster 모델을 형성하여 상대적으로 비교 분석하였다. 이 때 입자의 형상은 원형, 삼각형, 직사각형, 정사각형으로 모델링하였다. 수치해석 결과, 표면 거칠기가 클수록 접촉면 전단강도 및 마찰각이 크게 나타났으며, 또한 간극률이 크게 증가하였다. 표면이 매끄러운 one ball 모델보다 작은 입자들의 결합으로 이루어져 표면이 굴곡진 모델, 즉 clump 모델의 접촉면 전단강도 및 마찰각이 크게 나타났다. 입자의 결합이 파괴되는 모델, 즉 cluster 모델의 접촉면 전단 강도 및 마찰각이 같은 형상의 clump 모델보다 작게 나타났으며, 파괴포락선은 비선형으로 나타났다. 이러한 결과로부터 연속체 평면의 거칠기 및 입자의 형상이 입자와 평면의 접촉면 전단거동 특성에 미치는 영향을 확인하였다.

• International Journal of Precision Engineering and Manufacturing
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• 제4권1호
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• pp.30-36
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• 2003

Brittle materials such as glasses and ceramics, which are very weak under impact loading, show fragile failure mode due to their low fracture toughness and crack sensitivity. When brittle materials are subjected to impact by small spheres, high contact pressure occurs at the impacted surface causing local damage on the specimen. This damage is a dangerous factor in causing the final fracture of structures. In this research, the crack propagation process of soda-lime glass by the impact of small spheres is explained and the effects of several constraint conditions for impact damage were studied by using soda-lime glass; that is, the effects for the materials and sizes of impact ball, thickness of specimen and residual strength were evaluated. Especially, this research has focused on the damage behavior of ring cracks, cone cracks and several other kinds of cracks.

• Structural Engineering and Mechanics
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• 제36권1호
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• pp.57-78
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• 2010

A novel flexibility-based 1D element that captures the material nonlinearity and second order P-$\Delta$ effects within a reinforced concrete frame member is developed. The formulation is developed for 2D planar frames in the modified fiber element framework but can readily be extended to 3D cases. The nonlinear behavior of concrete including cracking and crushing is taken into account through a modified hypo-elastic model. A parabolic and a constant shear stress distribution are used at section level to couple the normal and tangential tractions at material level. The lack of objectivity due to softening of concrete is addressed and objectivity of the response at the material level is attained by using a technique derived from the crack band approach. Finally the efficiency and accuracy of the formulation is compared with experimental results and is demonstrated by some numerical examples.

• Journal of Animal Science and Technology
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• 제58권2호
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• pp.7.1-7.13
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• 2016

Canola meal is derived from the crushing of canola seed for oil extraction. Although it has been used in swine diets for a long time, its inclusion levels have been limited due to concerns regarding its nutritive value primarily arising from results of early studies showing negative effects of dietary canola meal inclusion in swine diets. Such effects were attributable to the presence of anti-nutritional factors (ANF; notably glucosinolates) in canola meal. However, due to advances in genetic improvements of canola that have led to production of cultivars with significantly lower ANF content and improved processing procedures, canola meal with a superior nutritive value for non-ruminant animals is now available. Therefore, the aim of this paper is to review the recent studies in the use of canola meal as feedstuff for swine, the factors influencing its use and the strategies to overcome them. First a historical overview of the development of canola is provided.

• 한국식품과학회지
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• 제21권4호
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• pp.575-582
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• 1989

보리차의 수율을 높히어 보리를 효율적으로 이용하고 품질을 향상시켜 한국인의 기호에 맞는 보리차를 개발하기 위하여 피맥인 올보리와 나맥인 영산보리 2가지의 보리품종으로 침지처리, 볶음정도, 분쇄처리 하여 물리화학적 성질 및 관능경사를 실시하였다. 볶았을 때 영산보리와 침지처리에 의하여 정화현상이 일어나 보리의 체적변화가 컸다. 보리차 중 고형분 수율은 영산보리, 침지처리 및 유음 정도가 높을수록 많았다. 수율이 높은 처리일수록 추출시간은 30분까지 급격히 중가하고 그 이후는 완만하게 증가하였다. 점도는 올보리가 영산보리보다 낮고 침지처리로 또한 낮아졌으며 볶는 정가 높으면 낮았다. 보리차의 색은 올보리, 무침지, 볶음정도가 높을 때 Hunter의 L값은 낮고 a, b값이 높아져 색이 진해지며 탁도는 수율과 비슷하여 영산보리, 침지처리 및 볶음 정도가 높았다. 관능검사 결과 올보리는 구수한 맛과 탄맛이 강하였다. 영산보리는 탄맛이 강하고 전체적인 맛과 냄새의 강도는 영산보리가 더 강하였으며 침지 및 분쇄처리로 관능적 성질을 향상시켜 주었다.

• Geomechanics and Engineering
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• 제22권2호
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• pp.173-185
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• 2020

Calcareous soil is originated from marine biogenic sediments and weathering of carbonate rocks. The formation history for calcareous sediment includes complex physical, biological and chemical processes. It is preferably selected as the major fill materials for hydraulic reclamation and artificial island construction. Calcareous sands possess inter pores and complex shape are liable to be damaged at normal working stress level due to its fragile nature. Thus, the engineering properties of calcareous soil are greatly affected by its high compressibility and crushability. A series of triaxial shear tests were performed on calcareous sands derived from South China Sea under different test conditions. The effects of confining pressure, particle size, grading, compactness, drainage condition, and water content on the total amount of particle breakage for calcareous soil were symmetrically investigated. The test results showed that the crushing extent of calcareous sand with full gradation was smaller than that a single particle group under the same test condition. Large grains are cushioned by surrounding small particles and such micro-structure reduces the probability of breakage for well-graded sands. The increasing tendency of particle crushing for calcareous sand with a rise in confining pressure and compactness is confirmed. It is also evident that a rise in water content enhances the amount of particle breakage for calcareous sand. However, varying tendency of particle breakage with grain size is still controversial and requires further examination.

• 한국지반신소재학회논문집
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• 제12권1호
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• pp.1-10
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• 2013

본 연구는 포천에서 채취된 화강풍화토를 불산용액을 이용하여 인공적으로 풍화를 진행시켜서 풍화도 변화에 따른 화강풍화토의 입자파쇄 특성을 연구하였다. 이를 위해 조성광물 분석을 통한 풍화지수 결정 후, 입도분석, 표준다짐시험 및 변수위 투수시험을 실시하였다. 본 연구결과는 풍화가 진행되면서 전체입경분포에서 입자파쇄가 진행되었으며, 입경 $D_{10}$과 $D_{50}$에 대한 비표면적을 비교한 결과 입경 $D_{50}$ 이하의 작은 입경분포에서 입자파쇄가 활발하게 진행된 것으로 나타났다. 또한 다짐에 의한 입자파쇄 결과는 최적함수비 부근에서 입자파쇄가 최대치를 보였고 풍화가 진행됨에 따라서 비표면적 증분비가 감소하는 것으로 보아 풍화지수가 높을수록 입자파쇄에 둔감한 것으로 나타났다.

• Steel and Composite Structures
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• 제15권6호
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• pp.645-658
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• 2013

The objective of the study is to predict the moment anchorage capacity of the concrete filled steel box (CFSB) as footing by using the 3D finite element program CAMUI developed by authors' laboratory. The steel box is filled with concrete and concrete filled steel tube (CFT) column is inserted in the box. Numerical simulation of the experimental specimens was carried out after introducing the new constitutive model for post peak behavior of concrete in compression under confinement. The experimental program was conducted to verify the reliability of the simulation results by the FE program. The simulated peak loads agree reasonably with the experimental ones and was controlled by concrete crushing near the column. After confirming the reliability of the FEM simulation, effects of different parameters on the moment anchorage capacity of concrete filled steel box footing were clarified by conducting numerically parametric study.

• International Journal of Concrete Structures and Materials
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• 제3권2호
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• pp.91-95
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• 2009

Reclaimed asphalt pavement (RAP) is abundant substitute for natural aggregate in many areas. It is obtained by crushing of old road pavements in milling machine during rehabilitation and reconstruction process. In this study, reclaimed asphalt pavement mortars (RAPM) have been produced with different cement dosages and replacement ratios. The destructive and nondestructive tests have been conducted on specimens to determine physical and mechanical properties of RAPM. The free and restrained shrinkage tests on RAPM have been conducted to predict fractural behavior of mortars. The aim of the shrinkage tests was to delay crack formation and improve strain capacity of mortars before cracking. The results showed that RAPM exhibits lower elasticity modulus; however the tensile capacity was improved for deformation before cracking.

• 한국해양공학회:학술대회논문집
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• 한국해양공학회 2000년도 춘계학술대회 논문집
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• pp.181-188
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• 2000

This paper describes the energy absorption of a square tube under axi compression by using the finite element method. The overall deformations and lo buckling modes of tube was discussed by "plastic hinge concep Force-displacement function was plotted to show various state that depended or time. Also, mean crush load was expressed as a type of section geometry a material property using dimensional analysis. To verify the energy absorption and the effects of dimensions, The standards Wt used as related density and specific energy, mean crushing load and the resL were discussed by the relation between crush load and deformation, the relati between related density and specific energy, the relation between crush load a mean crush load, the relation between mean crush load and specific energy.ergy.