• 한국해양공학회지
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• 제11권4호
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• pp.249-261
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• 1997

A basic study on the lifting lug design has performed through the rational and systematic process. In order to evaluate the proper design-load distribution around lug eye investigation of contact force between lifting lug and shackle pin is performed using non-linear parametric analysis idealized by gap element models. Gap element modeling and nonlinear analysis procedures are illustrated and discussed based on MSC/NASTRAN. Some analysis and design guides are suggested through the consideration of several important effects such as stress distribution pattern, circumferential contact force distribution along the lug eye face, loading share rate between lug main plate and doubler, effect of loading direction, relation between applied force and deflection and size effect of shackle pin radius. Additionally optimum design studies are performed and general trends according to the variation of design parameters are suggested.

• 한국구조물진단유지관리공학회 논문집
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• 제7권2호
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• pp.239-246
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• 2003

In the PCA Load Contour Method, the biaxial bending design coefficient of columns(${\beta}$) is based on the equivalent rectangular stress block (RSB). And coefficient of ${\beta}$ estimates the reinforcement index to be a influencing parameter on biaxial moment strength of RC columns without considering the arbitrary condition of bar arrangement. The experimental results of high strength concrete (HSC) columns subjected to combined axial load and biaxial bending moment were compared to the analysis results of RSB method. As result, the accuracy of RSB method is still acceptable for HSC columns and, as the reinforcement is placed densely in each corner of column section, the ${\beta}$ is decreased.

• Membrane and Water Treatment
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• 제9권1호
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• pp.43-51
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• 2018

Hollow fiber (HF) membranes are gaining wide interest over flat membranes due to their compaction and high area to surface volume ratio. This work addresses the fabrication of HF from polysulfone (PS) and polyethersulfone (PES) using N-methylpyrrolidone (NMP) as solvent in addition to other additives to achieve desired characteristics. The semi-pilot spinning system includes jacketed vessel, four spinneret block, coagulation and washing baths in addition to dryer and winder. Different parameters affecting dry-wet spinning phase inversion process were investigated. Dope compositions of PES, NMP and polyvinyl pyrrolidone (PVP) of varying molecular weights as additive were addressed. Some critical parameters of importance were also investigated. Those include dope flow rate, air gap, coagulation & washing baths and drying temperatures. The measured dope viscosity was in the range from 1.7 to 36.5 Pa.s. Air gap distance was adjusted from 20 to 45 cm and coagulation bath temperature from 20 to $46^{\circ}C$. The HF membranes were characterized by scanning electron microscope (SEM), atomic force microscope (AFM) and mechanical properties. Results indicated prevalence of finger like structure and average surface roughness from about 29 to 78.3 nm. Profile of stress strain characteristics revealed suitability of the fibers for downstream interventions for fabrication of thin film composite membrane. Different empirical correlations were formulated which enable deeper understanding of the interaction of the above mentioned variables. Data of pure water permeability (PWP) confirmed that the fabricated samples fall within the microfiltration (MF)-ultrafiltration (UF) range of membrane separation.

• 한국지반공학회논문집
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• 제35권4호
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• pp.15-26
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• 2019

지진에 대한 중력식 안벽의 안정성은 구조물의 허용변위를 기준으로 평가하며, 외력으로 발생하는 변위를 계산하기 위하여 Newmark 활동블록 이론에 기초한 변위 경험식 혹은 수치해석을 사용한다. 수치해석의 경우 복잡한 지형 및 구조물에 대한 정밀한 분석이 가능하나 적절한 입력변수 및 환경설정의 어려움으로 전문가가 아니면 신뢰성 있는 결과 도출에 한계가 있다. Newmark 법의 변위 경험식은 지진파만을 가지고 영구변위를 추정하기에 수치해석보다 간편하여 널리 사용되고 있다. 하지만 변위 경험식들은 구조물의 특성과 활동면에 대한 파라메터가 없으며, 강체로 가정된 활동면에서 흙의 비선형 거동과 구조물과의 상호작용을 고려하지 않았다. 따라서 중력식 안벽의 지진 안정성 평가를 위해서는 앞서 언급한 한계점을 보완하는 새로운 변위 경험식이 필요하다. 본 연구에서는 수치해석을 통해 구조물 뒷채움재의 응답특성을 분석하여 최적의 활동면 산정법을 제시하고자 하였다. 이를 위해 유한요소해석을 수행하여 다양한 지진파에 따른 응답특성과 응력-변형률 관계를 분석하였다. 그 결과 뒷채움재의 응답특성과 활동면은 입력 지진파에 따라 달라지는 것으로 나타났다.

• Asian-Australasian Journal of Animal Sciences
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• 제33권6호
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• pp.913-920
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• 2020

Objective: The objective of this experiment was to compare conventional antioxidants and plant extracts for oxidative stress control in lambs fed a high-concentrate diet. Methods: Forty-eight male Dorper×Santa Ines lambs with an initial weight of 20±1.49 kg and 60 days of age, were used to evaluate the effects of feeding a combination of Macleaya cordata and Magnolia officinalis plant extracts (0 vs 320 mg/kg dry matter [DM]) in combination with selenium+vitamin E (0 vs 100 IU/kg DM of vitamin E and 0.1 mg/kg DM of selenium) in a completely randomized block design in a 2×2 factorial arrangement. The animals were housed in individual pens and received a high-concentrate diet consisting of 80% whole corn and 20% protein pellet for 60 days. The animals were weighed at the beginning of the experiment and every 14 days for performance monitoring. Three blood samplings were performed during the experimental period for the evaluation of oxidative and protein parameters. Results: The treatments with vitamin E and selenium as additives had a positive influence on final weight, daily weight gain, carcass weight, and selenium content in longissimus muscle (p = 0.01). Plant extracts tended to improve final weight (p = 0.064) and daily weight gain (p = 0.059), showing similar effect as selenium and vitamin E. There was no effect of treatment on blood proteins, indicating that the animals were healthy throughout the experiment. Conclusion: The use of plant extracts had a similar effect as the addition of selenium and vitamin E, with dietary inclusion of additives resulting in better performance of lambs but both supplements did not have strong influence on oxidative stress.

• Animal Bioscience
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• 제37권7호
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• pp.1303-1315
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• 2024

Objective: This study aimed to determine the effects of increasing energy and protein levels in diets by including protected fat (PF), glycerol (GL), and soybean meal (SBM) on growth performance, physiological parameters, carcass characteristics, and behavioral measurements of late-fattening Hanwoo steers under heat stress conditions. Methods: Thirty-six steers (initial body weight, 724.9±58.3 kg; age, 25.5±0.4 month) were assigned into control (total digestible nutrient [TDN] 76%, crude protein [CP] 15%), PF (TDN 83.6%, CP 15%), PF+GL (TDN 83.6%, CP 15%) and PF+GL+SBM (TDN 83.6%, CP 16.5%) by randomized complete block design for a total of 16 weeks with division of 4-week periods. The average temperature-humidity index was 87.0 (1st period; severe), 82.8 (2nd; moderate), 71.4 (3rd; comfort), and 68.1 (4th; comfort). Results: The dry matter intake (DMI) showed no treatments differences during the whole experiment. However, DMI in 1st and 2nd period decreased by approximately 30% and 10% compared to 4th period, respectively. Higher average daily gain and feed conversion ratio were noted for treatments compared to control at both 1st and 2nd period (p<0.05). There were no treatment effects on rectal temperature (RT), cortisol, and behaviors during the entire experiment. However, both RT and cortisol in 0, 1st and 2nd period were higher than those of 3rd and 4th period (p<0.05). Carcass yield and grade remained unaffected by increasing TDN and CP levels. Behavioral changes in the hot season (1st period) included reduced lying (43%), increased standing (48%), decreased walking (62%), and decreased eating (38%) (p<0.05), with an increase in drinking by 54%. Rumination during standing was 53% higher, while rumination during lying was about 33% lower compared to the post-hot season (3rd period) (p<0.05). Conclusion: Dietary supplementation of protected fat in late-fattening Hanwoo steers under heat stress had a positive effect on preventing a reduction in performance.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2005년도 추계 학술발표회 제17권2호
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• pp.57-60
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• 2005

The objective of this paper is to investigate and analyze the behaviour of prestressed I section structural members constructed with ultra high perfomance steel fiber reinforced cementitious concrete (SFR-UHPC). This material is known as reactive powder concrete (RPC) mixed with domestic materials and its compressive strength is over 150MP. The parameters of test specimens were span to depth ratio, prestressing force, prestressing wire placement and web width. Most influential parameter to determine the failure mode between shear and flexural action was proved to be shear span ratio. The characteristics of ultra high-strength concrete is basically brittle, but due to the steel fiber reinforcement behaviour of this structure member became ductile after the peak load. As a result of the test, the stress block of compressive zone should be redefined. The proposed analytical calculation of internal force capacity based by plastic analysis gave a good prediction for the shear and flexural strength of specimens. The numerical verification of the finite element model which constitutive law developed for Mode I fracture of fiber reinforced concrete correctly captured the overall behaviour of the specimens tested.

• Geomechanics and Engineering
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• 제9권5호
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• pp.547-567
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• 2015

This study investigates the behavior of group of tapered and cylindrical piles. The bearing capacities of groups of tapered and cylindrical piles are computed and compared. Modeling of group of piles in this study is conducted in sand using three-dimensional finite element software. For this purpose, total bearing capacity of each group is firstly calculated using the load-displacement curve under specific load and common techniques. Then, the model of group of piles is reloaded under this calculated capacity to find group settlements, stress states on the lateral surfaces of group block, efficiency of group and etc. In order to calculate the efficiency of each group, single tapered and cylindrical piles are modeled separately. Comparison for both tapered and cylindrical group of piles with same volume is conducted and a relation to predict tapered pile group efficiency is developed. A parametric study is also performed by changing parameters such as tapered angle, angle of internal friction of sand, dilatancy angle of soil and coefficient of lateral earth pressure to find their influences on single pile and pile group behavior.

• 한국응용과학기술학회지
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• 제34권1호
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• pp.132-141
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• 2017

본 연구의 목표는 열 스트레스 하에서 오리사료 내 대사에너지(ME) 수준이 혈액 매개변수에 미치는 영향을 조사하는 것이었다. 총 240마리의 육용 오리 채리밸리((Anas platyrhynchos)를 4처리구로 완전임의배치 한 후 42일 동안 사육하였다. 처리구는 ME 2900 kcal/kg, ME 3000 kcal/kg, ME 3100 kcal/kg 및 ME 3200 kcal/kg로 구분하였다. 혈액 지질 프로파일은 ME 3000과 비교할 때 ME 2900이 높았으나 ME 3100과 ME 3200은 낮았다 (p < 0.05). 혈액 aspartate aminotransferase (AST)와 alanine aminotransferase (ALT) 수준은 ME 3000과 비교할 때 ME 3100과 ME 3200에서 증가하였다 (p < 0.05). 혈액 적혈구와 혈소판 프로파일은 ME 3000과 비교할 때 ME 3100과 ME 3200은 높아졌으나 ME 2900은 감소하였다 (p < 0.05). 혈액 전해질 가운데, chloride ($Cl^-$) 농도는 ME 3000과 비교할 때 ME 2900에서 낮아졌다 (p < 0.05). 혈액 가스와 $PCO_2$는 ME 3000과 비교할 때 ME 2900에서 감소하였다 (p < 0.05). 혈액 면역물질(IgG) 수준은 ME 3000과 비교할 때 ME 2900에서 줄어들었다 (p < 0.05). 스트레스 호르몬, 코르티코스테론은 ME 3000과 비교할 때 ME 2900에서 높아졌으나 ME 3100과 ME 3200은 낮아졌다 (p < 0.05).

• 지질공학
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• 제11권1호
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• pp.1-11
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• 2001

우리나라 지질의 특성은 토층의 두께가 얇아서 보통 10m이상만 굴착해도 암반층이 나타나므로 대규모 지하굴착 공사시 암반층에서의 토압분포 산정방법이 절실하게 요구되고 있는 실정이다. 그러나, 암반층 암압산정시 기존의 경험식인 Terzaghi-Peck, Tschebotarioff식 등을 그대로 적용하는 것은 암반층의 점착력을 대부분 무시하게 되므로 실제 강도를 과소 평가하게 된다. 따라서 암반에서의 절리경사각, 절리면 전단강도, 지반 상재하중등을 고려한 쐐기형 블럭(Wedge Block)의 수평활동력을 산정하는것이 실제 암반층 토류구조물에 작용하는 암압과 근접할 것으로 판단된다. 본 연구에서는 뒷채움 흙이 점착력을 갖는 흙인 경우 쐐기형상으로 파괴가 일어난다고 가정하여 Coulomb 토압이론을 확장하여 힘의 평형 조건을 이용해 Prakash-Saran(1963)이론과 절리면의 전단강도 결정공식 $\tau$=c+$\sigma$tan $\Phi$를 적용해서 암반층에 작용하는 암압을 산정하였다. 산정된 이론식을 이용하여 절리면 충전물의 상태 변화에 따른 절리면 전단 강도와 절리경사각을 바꿔가면서 해석해 본 결과, 암반층은 자체의 점착력과 내부마찰각이 크므로 절리방향과 경사각이 굴착면을 향해 어떻게 정해지느냐에 따라서 토압이 작용하기도 하고 작용하지 않을 수도 있다. 본 연구에서 산정된 이론식은 향후 절리면 전단강도 산정시 필요한 강도정수, 절리면의 방위와 상태, 과잉측압, 동적하중, 지진을 비롯한 많은 지반정수(Parameter)들을 보다 엄밀히 산정하고, 특히 암반층에 작용하는 지하수위 효과등을 고려하여, 실제 현장에서 계측된 많은 자료와의 분석을 통해 그 적용성이 검토되어야 할 것으로 판단된다.