• Advances in nano research
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• 제10권1호
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• pp.15-24
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• 2021

Microtubules (MTs) are the main part of the cytoskeleton in living eukaryotic cells. In this article, a mechanical model of MT buckling, considering the modified strain gradient theory, is analytically examined. The MT is assumed as a cylindrical beam and a new single variable trigonometric beam theory is developed in conjunction with a modified strain gradient model. The main benefit of the present formulation is shown in its new kinematic where we found only one unknown as the Euler-Bernoulli beam model, which is even less than the Timoshenko beam model. The governing equations are deduced by considering virtual work principle. The effectiveness of the present method is checked by comparing the obtained results with those reported by other higher shear deformation beam theory involving a higher number of unknowns. It is shown that microstructure-dependent response is more important when material length scale parameters are closer to the outer diameter of MTs. Also, it can be confirmed that influences of shear deformation become more considerable for smaller shear modulus and aspect ratios.

• 한국버섯학회지
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• 제12권1호
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• pp.58-62
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• 2014

아위느타리(Pleurotus ferulae)의 품종 육성은 수량성이 높은 ASI 2803과 형태적으로 보기 좋은 외국 도입품종 ASI 2798의 단포자를 분리한 후 교배하여 13개의 교잡주를 우량계통으로 선발하였고, 수량성이 높은 ASI 2803보다 수량은 적으나 백색을 띄며 형태가 좋은 우량계통 GW10-68를 선발하여 농작물직무육성 신품종선정심의회에 상정하여 통과되어 '비산2호'로 명명되었다. 고유특성으로는 균사체 배양의 대선형성유무에서 모균주 ASI 2803, ASI 2798 및 비산1호와 대치배양하였을 때 뚜렸한 대선을 형성하였다. 유전적으로는 RAPD primer를 이용하여 신품종 '비산2호'의 DNA pattern는 ASI 2798 및 비산1호와는 DNA밴드 패턴이 구별되는 밴드양상을 보였으나 모균주 ASI 2803과는 유사한 밴드 패턴을 보여주었다. 가변특성은 균사생장 적온은 $25^{\circ}C$이며, pH의 범위가 pH5~8까지 넓게 형성되었다. 자실체 수량은 병당 $123.3{\pm}25.7g$으로 비산1호보다 수량이 적지만, 개체중에서는 오히려 높게 나타났다. 또한 대 길이는 비산1호보다 길고, 대의 색깔이 큰느타리보다 순백색을 나타내어 큰느타리와 차별화하여 재배하면 큰느타리 대체품종 뿐만 아니라 수출 품종으로도 기대된다.

• 한국버섯학회지
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• 제12권1호
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• pp.52-57
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• 2014

아위느타리(Pleurotus ferulae)의 품종 육성은 수량성이 높은 ASI 2803과 형태적으로 보기 좋은 국내 교배품종 ASI 2850의 단포자를 분리하여 교배하여 13개의 교잡주를 우량계통으로 선발하였고, 수량성이 높고 형태가 좋으면서 자실체 형성이 쉬운 균주 GW10-95를 선발하여 '비산1호'으로 명명되었다. 고유특성으로는 균사체 배양의 대선형성유무에서 모균주 ASI 2803 및 ASI 2850과 대치배양하였을 때 뚜렸한 대선을 형성하였다. 유전적으로는 RAPD primer를 이용하여 신품종 '비산1호'의 DNA 패턴은 모균주와는 다른 패턴을 형성하였다. 가변특성은 균사생장 적온은 $25^{\circ}C$이며 pH의 범위가 pH5~8까지 넓게 형성되었다. 자실체 수량은 농가실증시험에서 245 g으로 높게 나타났다. 또한 대길이는 ASI 2803보다 길고 굵어 수량이 높게 나타났다. 기존의 아위느타리보다 수량성이 높아 큰느타리 대체품종 뿐만 아니라 수출 품종으로도 기대된다.

• 한국버섯학회지
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• 제11권2호
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• pp.77-81
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• 2013

큰느타리(Pleurotus eryngii)의 품종 육성을 위한 육성경위로는 ASI 2824(큰느타리2호)와 ASI 2887(애린이3)를 교잡하여 G09-21를 계통 선발하였다. 선발된 G09-21과 다수성을 보여주는 ASI 2844와 교잡하여 5계통을 우량계통으로 선발하였다. 선발된 우량계통 중에서 품질이가장우수한 Pe21-53을 '설송'으로 명명되었다. 고유특성으로는 균사체 배양의 대선형성유무에서 모균주 큰느타리2호, 애린이3 및 ASI 2844와 대치배양하였을때 뚜렸한 대선을 형성하였다. 그리고 유전적으로는 RAPD primer를 이용하여 신품종 '설송'이 모균주와는 같은 pattern를 가지면서 다른 밴드도 존재하였다. 가변특성은 균사생장 적온은 $25^{\circ}C{\sim}30^{\circ}C$이며 pH의 범위가 pH 5~8까지 넓게 형성되었다. 자실체 수량은 850 cc 병당 $131.4{\pm}43.1$로서 수량지수는 102였다. 또한 대길이는 큰느타리2호보다 길고 굵으면서 유효경수가 적었으며 특히, 발이 후 생육기의 습도가 90% 이상에서 내성을 보여주었다. 신품종 '설송'은 대가 길고 굵어 내습성이 강하며 유효경수가 적은 소발생형으로 솎음작업이 필요치 않은 적정 재배조건 확립으로 노동력 및 인건비절감으로 농가 소득증대에 기여할 것으로 기대된다.

• 한국가금학회지
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• 제27권2호
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• pp.109-114
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• 2000

The objective of these experiments was to develop an attenuated thermostable Newcastle disease virus(NDV), CBP-1 strain isolated from infected pheasants. Safety, pathogenicity and protective effects against velogenic NDV were also investigated to evaluate if the attenuated NDV, CBP-1 strain could be a candidate for a new NDV vaccine strain. CBP-1 strain was passaged up to the 173 times by nine days old embryonated eggs and chicken embryo fibroblast(CEF) cell cultures. Its sensitivitly to lipid solvents and low pH, thermostability, mean death time(MDT), intracerebral pathogenicity index(ICPI) of one day old chicks and intravenous pathogenicity index(IVPI) of four weeks old chicks were examined. Safety, boosting and protective effects were tested by chicks mortality. CBP-1 NDV strain had significant thermostability at 56$\^{C}$ for 30 minutes. by hemagglutinin activity and egg infectivity test, but was not resistant to lipid solvent. It showed possibility to use as a feed or water vaccine because of the resistance to low pH. MDT, ICPI and IVPI of CBP-1 were attenuated from 51.5, 1.96, 2.60 to 112.4, 1.12, 1.45. These results implied that the 173rd passages in embryonated egg and CEF cell cultures induced a substantial attenuation of the pathogenicity of the parent virus, changing the virulence from velogenic to intermediate between mesogenic and lentogenic. After vaccination with CBP-1 at one day old by drinking water mortality was 17.5%. However, spray vaccination with B1 at one day old, CBP-1 at two weeks ild and challenge with velogenic Kyojeongwon strain at four weeks old showed 93.5% survival rate. Mortality of chicks, vaccination with 173rd passaged CBP-1 strain at one day old, two weeks old and challenge with Kyokeongwon strain at four weeks old, was 20.0%. The results of these studies indicated that partial attenuated CBP-1 strain tended to be a low safety for ND of broiler chicks and would need to be more successive attenuation.

• 한국해양공학회지
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• 제28권5호
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• pp.452-465
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• 2014

The application of friction stir welding (FSW) technology has been extended to all industries, including shipbuilding. A heat transfer analysis evaluates the weldability of a welded work piece, and elasto-plastic analysis predicts the residual stress and deformation after welding. A thermal elasto-plastic analysis based on the heat transfer analysis results is most frequently used today. However, its application to large objects such as offshore structures and hulls is impractical owing to its long computational time. This paper proposes a new method, namely an equivalent strain method using the inherent strain, to overcome the disadvantages of the extended analysis time. In the present study, a residual stress analysis of FSW was performed using this equivalent strain method. Additionally, in order to reflect the external constraints in FSW, the reaction force was predicted using a neural network, Finally, the approach was verified by comparing the experimental results and thermal elasto-plastic analysis results for the calculated residual stress distribution.

• Geomechanics and Engineering
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• 제8권3호
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• pp.323-359
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• 2015

This paper presents an elasto-plastic model for determination of the ground response curve of a circular underwater tunnel excavated in elastic-strain softening rock mass compatible with a nonlinear Hoek-Brown yield criterion. The finite difference method (FDM) was used to propose a new solution to calculate pore water pressure, stress, and strain distributions on periphery of circular tunnels in axisymmetric and plain strain conditions. In the proposed solution, a modified non-radial flow pattern, for the hydraulic analysis, is utilized. To evaluate the effect of gravitational loads and variations of pore water pressure, the equations concerning different directions around the tunnel (crown, wall, and floor) are derived. Regarding the strain-softening behavior of the rock mass, the stepwise method is executed for the plastic zone in which parameters of strength, dilatancy, stresses, strains, and deformation are different from their elasto-plastic boundary values as compared to the tunnel boundary values. Besides, the analytical equations are developed for the elastic zone. The accuracy and application of the proposed method is demonstrated by a number of examples. The results present the effects of seepage body forces, gravitational loads and dilatancy angle on ground response curve appropriately.

• Smart Structures and Systems
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• 제3권2호
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• pp.133-146
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• 2007

This paper addresses a new type of broad and stage-based hybrid carbon fiber reinforced polymer (HCFRP) sensor that is suitable for the sensing of infrastructures. The HCFRP sensors, a type of composite sensor, are fabricated with three types of carbon tows of different strength and moduli. For all of the specimens, the active materials are carbon tows by virtue of their electrical conductivity and piezoresistivity. The measurement principles are based on the micro- and macro-fractures of different types of carbon tows. A series of experiments are carried out to investigate the sensing performances of the HCFRP sensors. The main variables include the stack order and volume fractions of different types of carbon tows. It is shown that the change in electrical resistance is in direct proportion to the strain/load in low strain ranges. However, the fractional change in electrical resistance (${\Delta}R/R_0$) is smaller than 2% prior to the macrofractures of carbon tows. In order to improve the resistance changes, measures are taken that can enhance the values of ${\Delta}R/R_0$ by more than 2 times during low strain ranges. In high strain ranges, the electrical resistance changes markedly with strain/load in a step-wise manner due to the gradual ruptures of different types of carbon tows at different strain amplitudes. The values of ${\Delta}R/R_0$ due to the fracture of high modulus carbon tows are larger than 36%. Thus, it is demonstrated that the HCFRP sensors have a broad and stage-based sensing capability.

• 전자공학회논문지T
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• 제36T권4호
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• pp.88-93
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• 1999

본 논문에서는 한방의료에서 인체 전신의 상태를 파악하는데 주요한 요소인 맥파를 과학적으로 관찰하고자 스트레인 게이지를 이용하여 맥파를 검출하는 새로운 시스템을 구성하였다. 스트레인 게이지는 센서의 변형에 대해 선형적으로 고유한 저항값이 변화되므로 손목에서 맥의 변화는 스트레인 게이지를 이용하여 맥파의 파형으로 검출할 수 있다. 맥파 검출 시스템의 구성에서 스트레인 게이지로부터 발생된 저항변화값을 검출하기 위해 정밀 브리지회로와 고감도 증폭회로를 설계, 제작하였으며 이 시스템으로 미세한 맥의 변화를 상응하는 전압파형으로 출력시킨다. 구성된 시스템을 이용하여 6인의 맥을 직접 검출하고 시간영역과 주파수 영역에서 맥의 특성을 관찰하므로써 본 연구에서 구성된 맥파 검출 시스템의 과학적인 효용성을 입증하였다.

• KCI Concrete Journal
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• 제13권1호
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• pp.69-78
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• 2001

The inelastic behavior of a reinforced concrete columns is influenced by a number of factors : 1) level of axial load, 2) tie spacing, 3) volumetric ratio of lateral steel, 4) concrete strength, 5) distribution of longitudinal steel, 6) strength of lateral steel, 7) cover thickness, 8) configuration of lateral steel, 9) strain gradient, 10) strain rate, 11) the effectively confined concrete core area, and 12) amount of longitudinal steel. A new constitutive model of a confined concrete is suggested in order to investigate the nonlinear behavior of the reinforced concrete columns under concentric loading. The developed constitutive model for the confined concrete takes into account the effects of effectively confined area as well as the horizontal and longitudinal distributions of the confining pressures. None of the existing models incorporated these two main effects at the same time. A total of different six constitutive models for the behavior of the confined concrete under concentric compression were compared with the sixty-one test results reported by different researchers. The superiority of the developed model in its accuracy is demonstrated by evaluating the error function, which compares the weighted averages for the sum of squared relative differences in peak compressive strength and corresponding strain, stress at strain equal to 0.015, and total area under stress-strain curve up to strain equal to 0.015.