• Asian-Australasian Journal of Animal Sciences
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• v.28 no.7
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• pp.976-986
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• 2015

The present study was conducted to determine the effects of lipid sources with different fatty acids profile on meat fatty acids profile and beef quality traits of Nellore. A total of 45 Nellore animals with an average initial body weight of $419{\pm}11kg$ (at $15{\pm}2mo$) were distributed in a completely randomized design consisting of 5 treatments and 9 replicates. The roughage feed was maize silage (600 g/kg on a dry matter [DM] basis) plus concentrate (400 g/kg on a DM basis). The dietary treatments were as follows: without fat (WF), palm oil (PO), linseed oil (LO), protected fat (PF), and soybean grains (SG). No effects of lipid sources were observed (p>0.05) on beef color, pH, water-holding capacity, and sarcomere length. Beef from cattle fed PO had greater shear-force values (p<0.05) compared to beef from cattle fed WF. Deposition of main unsaturated fatty acids (oleic, linoleic, and linolenic) was greater in treatments WF, SG, and LO, respectively, while the values of conjugated linoleic acid (CLA) were greater when animals were fed LO. The inclusion of LO in the diet enhances the concentration of CLA in longissimus muscle and subcutaneous fat besides improving the atherogenicity index and elongase activity. As such, LO can be used with the aim to improve the quality of beef from confined Nellore cattle. Conversely, the use of PO is not recommended since it may increase the concentration of undesirable unsaturated fatty acids in muscle and subcutaneous fat, shear-force and the atherogenicity index.

• Korean Journal of Materials Research
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• v.23 no.8
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• pp.453-461
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• 2013

Controlling the stick and slip motions of the contact lines in a confined geometry comprised of a spherical lens with a flat substrate is useful for manufacturing polymer ring patterns. We used a sphere on a flat geometry, by which we could control the interfaces of the solution, vapor and substrate. By this method, hundreds of concentric ring-pattern formations of a linear conjugated polymer, poly [2-methoxy-5-(2-thylhexyloxy)-1,4-phenylenevinylene] (MEH-PPV), were generated with excellent regularity over large areas after complete solvent evaporation. Subsequently, the MEH-PPV ring patterns played a role as a directed template to organize highly regular concentric rings of single-walled carbon nanotubes(SWCNTs); when a droplet of the SWCNT suspension in water was casted onto the prepared substrate, hydrophobic polymer patterns confined the water dispersed SWCNTs in between the hydrophilicized $SiO_2/Si$ substrate. As the solvent evaporated, SWCNT-rings were formed in between MEH-PPV rings with controlled density. Finally, we used a lift-off process to produce SWCNT patterns by the removal of a sacrificial polymer template with organic solvent. We also fabricated a field effect transistor using self-assembled SWCNT networks on a $SiO_2/Si$ substrate.

• 한국방재학회:학술대회논문집
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• 2011.02a
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• pp.37-37
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• 2011

최근 세계적인 지진의 발생과 함께 구조물의 내진성능 평가 및 증진 방법에 대하여 많은 연구가 진행 되고 있다. 특히 교량 구조물의 교각의 경우에는 상부구조의 고정하중 및 활하중을 지반에 전달하여 주는 역할을 하기 때문에, 역으로 지진이 발생하였을 경우 교각의 내진성능에 따라서 교량의 안전도에 많은 영향을 미칠 수 있다. 또한 산악지역이 국토의 70%이상을 차지하는 우리나라의 지형적인 특성상 고교각을 이용한 장대교량의 건설이 필요하며 도시지역의 교통량 증가로 인한 도시고속도로의 건설 등 고가교의 필요성이 점차 증가하고 있다. 그러나 CFT(Concrete Filled Tube)부재의 경우에는 콘크리트가 3축 구속 상태로 존재하지만 자중이 크며 내진 성능이 떨어지는 단점을 가지고 있다. 이러한 단점을 보완하기 위하여 CFT부재의 단면을 중공으로 만듦으로써 부재를 경량화하고 내부 튜브를 삽입하여 내부를 구속 시킨 내부 구속 중공 CFT 부재(Internally Confined Hollow CFT Member, ICH CFT)가 개발되었다. 이는 콘크리트가 내 외부 튜브에 의하여 구속되어 3축 구속 상태로 존재함으로써 콘크리트 중공부로의 취성파괴를 방지하여 연성도 및 강도를 향상시켜주며, 단면의 감소로 인해 재료비를 절감 할 뿐 아니라 자중 감소로 인해 내진 설계에도 유리하다. 현재 내부 구속 중공 CFT 부재에 대한 연구가 많이 진행되고 있지만, 튜브를 삽입함으로써 부재의 중공부로 발생하는 구속력의 특성을 해석적으로 정립한 연구는 미비한 실정이다. 본 연구에서는 압축을 받는 중공 CFT 부재에 내부 튜브를 삽입함으로써 발생하는 콘크리트의 구속력을 해석적 연구를 통하여 수행하였으며, 구속력을 파악하기 위한 평가 방법으로는 구속 콘크리트의 중공비와 직경, 외부튜브의 두께, 내부튜브의 두께 등으로 평가하였다. 해석적 연구 결과, 내부 튜브를 삽입함으로써 발생되는 외부 구속력은 이론적 수식에 의한 구속 응력값과 비슷한 값을 가지지만 내부로 발생하는 구속력은 이론적 수식에 의한 구속 응력값에 도달하지 못하는 것을 확인할 수 있었다.

• Journal of the Korean Academy of Child and Adolescent Psychiatry
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• v.8 no.2
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• pp.287-297
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• 1997

Conduct disorder has been subclassified by the symptom characteristics of socialization, aggression, or age of onset. In ICD-10, ‘Conduct disorder confined to family context’ has been developed as a distinct subtype. Which delineates the conduct problems which take place only in the family and related situation. These authors experienced a case which presents a child who shows aggressive and violent behavior to his parent and brother, severe tamper tantrum and destructiveness only in family. By through history taking, observation and treatment after admission, we could find that insecure and ambivalent attachment between parent and child due to chronic neglect and abuse, and inconsistent parental behavior contribute to many behavioral and emotional problems of this child. We reviewed the relationship between conduct disorder and family pathology and treatment strategy for conduct disorder with family problems.

• Journal of the Earthquake Engineering Society of Korea
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• v.10 no.2 s.48
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• pp.73-81
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• 2006

The purpose of this study is to investigate the inelastic behavior of reinforced high-strength concrete bridge columns. A computer program, named RCAHEST (Reinforced Concrete Analysis in Higher Evaluation System Technology), for the analysis of reinforced concrete structures was used. Material nonlinearity is taken into account by comprising tensile, compressive and shear models of cracked concrete and a model ol reinforcing steel. The smeared rack approach is incorporated. The increase of concrete strength due to the lateral confining reinforcement has been also taken into account to model the confined high-strength concrete. The proposed numerical method for the inelastic behavior of reinforced high-strength concrete bridge columns is verified by comparison with reliable experimental results.

• Journal of Korean Society of Steel Construction
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• v.21 no.4
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• pp.385-392
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• 2009

In this study, the confining effect of the proposed steel jackets and GFRP tubes for concrete was investigated. The new steel jacket differs from the existing steel jacket in terms of installation technique and behavior. Thus, it is necessary to assess its confining effect on concrete. Moreover, the method was compared to GFRP tubes to investigate its strong and weak points. The confining effect of the proposed steel jacket was shown to correspond with that presented in the previous researches. The GFRP jacketing method, however, does not show any confining effect in some cases, according to the tube thickness and concrete peak strength as such, the previous assessment equation cannot be used in such cases. Thus, in this study, a new method of assessing the peak strength of confined concrete was suggested, and the minimum thickness was determined to show the confining effect. Lastly, the ultimate strains of concrete that had been confined through the two methods were compared to assess their ductile behavior.

• Proceedings of the Korea Concrete Institute Conference
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• 2008.11a
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• pp.855-858
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• 2008

A compression lap splice can be calculated longer than a tension lap splice in high strength concrete according to current design codes. Including effects of transverse reinforcement, a compression splice becomes much longer than a tension splice. Effects of transverse reinforcement on strength and behavior of compression lap splice, which always exist in actual structures, have been investigated through experimental study of column tests with concrete strength of 40 and 60 MPa. Confined specimens have twice of calculated strengths by current design codes. New design equations for the compression lap splice including the effects of transverse reinforcement are required for practical purpose of ultra-high strength concrete. End bearing is enhanced by transverse reinforcement placed at ends of splice not by transverse reinforcement within splice length. As more transverse reinforcement are placed, the stresses developed by bond linearly increase. The transverse reinforcements at ends of splice a little improve the strength by bond.

• Journal of the Korean Geotechnical Society
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• v.19 no.5
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• pp.291-299
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• 2003

The effect of temperature and soil confining stress on geosyntheic creep behaviour was studied by performing the temperature dependent confined creep tests for HDPE geogrid and geomembrane specimen. The visco-elastic creep coefficients of the geosynthetics were evaluated by the test results and it was proposed that the simple expressions for the instantaneous and limit creep strain of geosynthetics was considered as a function of temperature and confining stress on geosynthetics. Based on the time-temperature superposition principle, a master curve has been drawn for extrapolating tensile creep strains to longer time intervals(1$\times$10 $^7$min.∼1$\times$10$^{10}$min.). By using this master curves, the shift factors which can be used in establishing master curve considering confining stress on geosynthetics were carried out. Each tests was performed during 8,000∼12,000 min., with temperature ranging between 5$^{\circ}C$ and 4$0^{\circ}C$ and with confining stress ranging between 0 t/$m^2$ and 9 t/$m^2$.

• Transactions of the Korean Society of Mechanical Engineers B
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• v.35 no.4
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• pp.431-438
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• 2011

Flame lift-off conditions determine the operating conditions of burners. It is known that a flame can be lifted when the Schmidt number (Sc), which is the ratio of the dynamic viscosity to the mass diffusivity, is greater than unity. In this study, the flame lift-off characteristics of non-premixed flames of propane (Sc > 1) and methane (Sc < 1) in a coaxial outer air tube were experimentally compared. The experimental results indicated that stable lifted flames could be obtained even when Sc < 1 in a confined air tube. On the basis of the results of a simple numerical analysis, it was confirmed that a new flame stabilization mechanism exists in the tube. A velocity field is preferentially developed upstream of the flame, and it results in a new stabilization condition. This result can be very useful in explaining the stabilization of the flames of ordinary burners in which a flame is produced in a confined space.

• Steel and Composite Structures
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• v.35 no.1
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• pp.13-27
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• 2020

To investigate the stress-strain relation of PVC-FRP Confined Concrete (PFCC) column with RC ring beam joint subjected to eccentric compression, the experiment of 13 joint specimens, which were designed with principle of "strong joint and weak column", were presented. Several variable parameters, such as reinforcement ratio, width and height of ring beam, FRP strips spacing and eccentricity, were considered. The specimens were eventually damaged by the crushing of concrete, the fracture of PVC tube and several FRP strips. With the FRP strips spacing or eccentricity increased, the ultimate carrying capacity of specimens declined. The strain of FRP strips and axial strain of PVC tube decreased as FRP strips spacing decreased. The decrease of eccentricity would slow down the development of strain of FRP strips and axial strain of PVC tube. The slope of stress-strain curve of PFCC column decreased as FRP strips spacing or eccentricity increased. The ultimate strain of PFCC column reduced as FRP strips spacing increased, while the effect of eccentricity on the ultimate strain of PFCC was not distinct. Considering the influence of eccentricity on the stress-strain relation, a modified stress-strain model for conveniently predicting the weak PFCC column and strong RC ring beam joint under eccentric compression was proposed and it was in good agreement with the experimental data.