• 제목/요약/키워드: interaction curve

검색결과 366건 처리시간 0.024초

XPS Study of Mn 2pp and 3s Satellite Structures of Heusler Alloys: NiMnSb, ppdMnSb, pptMnSb

  • Yang, See-Hun;Oh, Se-Jung;ppark, Je-Geun
    • 한국진공학회:학술대회논문집
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    • 한국진공학회 1994년도 제6회 학술발표회 논문개요집
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    • pp.50-50
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    • 1994
  • Half-metallic Heusler alloys (NiMnSb, ppdMnSb, pptMnSb) have attracted much attention due to their unique electronic and magnetic structures. Sppin-ppolarized band structure calculation ppredicts metallic behavior for the majority sppin states and semiconductor behavior for the minority sppin states. We have studied the electronic structures of these half-metallic Heusler alloys by core-level pphotoemission sppectroscoppy of Mn 2pp and 3s XppS sppectra. We found large intensities of Mn 2pp satellites and 3s exchange spplitting comppared with other metal Mn-alloys. These satellite structure can be understood by applying Anderson imppurity model. This fact supports the calculated sppin pprojected ppartial density of states which suggests that the valence electrons be highly sppin ppolarized near Fermi level and that the electrons involved with charge-transfer be mainly minority sppin ones which have semiconducting band structure. The trend of charge transfer energies Δ from ligands (Sb 5pp) to Mn 3d, obtained from our model fitting, is consistent with that calculated from sppin pprojected ppartial density of state. Also the trend of d-d electron correlation energies U calculated from Mn Auger line L3 VV by Mg $K\alpha$ source is comppatible with that resulted from our model fitting. We fitted the Mn 3s curve in the same way as for insulating Mn comppounds by using the same pparameters calculated from Mn 2pp curve fitting exceppt for the Coulomb interaction energy Q between core hole and d-electrons. The 3s sppectra were analyzed by combing the charge transfer model and a simpple model taking into account the configuration mixing effect due to the intra-shell correlation. We found that the exchange interaction between 3s hole and 3d electrons is mainly respponsible for the satellite of Mn 3s sppectra. This is consistent with the neutron scattering data, which suggests local 3d magnetic moment. We find that the XppS analysis results of Mn 2pp and 3s satellite structures of half-metallic Heusler alloys are very similar to those of insulating transition metal comppounds.

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교각의 내진설계를 위한 말뚝기초의 모델링 기법 비교 (Comparison of Modeling Methods of a Pile Foundation in Seismic Analysis of Bridge Piers)

  • 김나엽;김성렬;전덕찬;김명모
    • 한국지진공학회논문집
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    • 제6권6호
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    • pp.25-32
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    • 2002
  • 실무에서 교량 교각의 내진해석을 수행할 때 계산의 편의와 보수적인 설계를 위하여 기초의 연성을 고려하지 않고 지반면을 고정단으로 가정하여 해석하는 경우가 많다. 이러한 고정단 모델은 대부분의 경우 설계력 측면에서 매우 보수적인 결과를 주므로, 최근 기초의 연성을 고려하여 현실적으로 교각 기초를 모델링하려는 연구가 수행되고 있다. 본 연구에서는 기초연성의 모델링 방법, 입력응답스펙트럼의 종류 그리고 지반조건을 달리하여 응답스펙트럼 해석을 수행하였다. 수치해석을 통하여 교각에 발생하는 전단력, 모멘트 그리고 변위를 비교하여 기초의 연성을 고려하는 기법과 지반 및 지진파 특성들이 해석결과에 미치는 영향을 분석하였다. 대부분의 경우 고정단 모델에서 큰 전단력과 모멘트가 발생하였지만, 연약 점성토층에 장주기 지진파가 작용하는 특수한 경우에는 기초의 연성을 고려한 모델에서 고정단 모델보다 큰 전단력과 모멘트가 발생하였다. 또한 기초의 연성을 고려하는 여러 모델들의 해석결과를 지반-구조물 동적 상호작용을 고려한 정밀 동해석 결과와 비교하여 그들의 적용성을 평가하였다.

곡선부 최적 선형 설계기법에 관한 연구 (A Study on Optimum Design for Railway Alignment in Curve)

  • 엄주환;양신추;김은경
    • 한국철도학회논문집
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    • 제12권4호
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    • pp.597-603
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    • 2009
  • 본 연구에서는 승차감을 목적함수로 하고 궤도부담력을 경계조건으로 하는 곡선부 평면선형의 최적설계 기법을 제시하였다. 평면선형 최적화시 중요한 변수인 곡선반경-완화곡선장은 엄주환 등(2009)에서 제시한 결정방법을 적용하였으며 승차감 평가방법은 영국 BSI(2006)에서 제시하는 곡선부 전용 승차감 평가방법인 $P_{CT}$방법을 활용하였다. 또한 한국형 고속전철 G7(KTX-II)모델을 이용한 차량/궤도선형 상호작용 해석을 수행하였다. 해석결과, 최적선형조건은 교각 I(곡선부 양 끝단 직선과 직선이 만나는 교차각) 크기 및 곡선반경-완화곡선장 조합에 따라 다름을 알 수 있었다. 또한 Kufver(1997) 등에서 제시하는 간략화 해석방법과 유사한 경향이 나타남을 알 수 있었으나, 대부분의 경우 동적해석결과 값이 크게 나타났다. 따라서 곡선부 최적선형 설계시 동적해석과 간략화 해석을 병행한다면 신속하고 신뢰성 높은 최적선형을 결정할 수 있을 것으로 판단된다.

원심모형실험을 이용한 무리말뚝의 동적 p-y 곡선 산정 (Evaluation of Dynamic p-y Curves of Group Piles Using Centrifuge Model Tests)

  • ;;김성렬
    • 한국지반공학회논문집
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    • 제34권5호
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    • pp.53-63
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    • 2018
  • 무리말뚝의 내진설계를 수행할 때 지반-말뚝 동적상호작용을 고려하는 것이 중요하다. 특히, 동적하중을 받는 무리말뚝의 횡방향 저항력은 무리말뚝 효과에 의하여 단일말뚝과 비교하여 감소한다. 그러나, 지금까지 지진하중을 받는 무리말뚝의 동적 무리말뚝 효과를 제안한 연구는 매우 부족한 실정이다. 그러므로, 본 연구에서는 건조 모래지반에 설치된 $3{\times}3$ 무리말뚝에 대한 동적 원심모형실험을 수행하여 무리말뚝 효과를 산정하였다. 이 무리말뚝 효과는 동적 p-y 곡선에서 극한 횡방향 지반반력과 지반반력계수에 대한 보정계수(multiplier)를 적용하여 고려하였다. 그리고, 본 연구에서 얻어진 동적 p-y 곡선을 Beam on Nonlinear Winkler Foundation 모델을 이용한 비선형 동해석에 적용하여 그 적용성을 검증하였다. 그 결과, 본 연구에서 제안한 무리말뚝의 보정계수가 원심모형실험 결과를 잘 모사할 수 있는 것으로 나타났다.

선미 스케그 외판의 좌굴강도에 관한 연구 (A Study on the Buckling Strength of Stern Skeg Shell Plate)

  • 최경신;설상석;김진우;공석환;정원지
    • 한국기계가공학회지
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    • 제20권1호
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    • pp.80-87
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    • 2021
  • Most container ships are currently being constructed as Ultra-Large Container Ships. Hence, the equipment of the ships is also becoming relatively large. In particular, propellers, rudders, and rudder stocks are large in the stern structure, and in relation, efficient design of the hull structures to safely secure these parts is important. The bottom shell plate surface of a stern skeg is a perforated plate from which the rudder stock penetrates, so it is an important component for the stern structure. In this paper, to determine the critical buckling of the shell plate, an interaction curve equation for the two-axis compression of the shell plate was derived using the maximum value of the static structural stress multiplier in a load multiplier mode. This equation predicts the timing of the buckling occurrence. By analyzing this interaction curve equation, the buckling behavior of the plates subjected to a combination load was determined and the usefulness of applying it to ship building was investigated.

Observational Feature of Ejecta-Companion Interaction of A Type Ia SN 2021hpr Via The Very Early Light Curve

  • 임구;임명신;백승학;윤성철;최창수;김소피아;서진국;강원석;김태우;성현일;김용기;윤요라
    • 천문학회보
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    • 제46권2호
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    • pp.50.3-51
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    • 2021
  • The progenitor of Type Ia supernovae is largely expected as a close binary system of a carbon/oxygen white dwarf (WD) primary and its secondary non-degenerate (single degenerate; SD) or degenerate companion (double degenerate; DD). Here we present a high-cadence monitoring observation of SN 2021hpr in a spiral galaxy, NGC 3147. SN 2021hpr shows typical characteristics as a normal type Ia supernova from its photometric (Δm15(B)=1.01±0.03, dust free MB,max=-19.45±0.02) and spectroscopic data. To investigate its progenitor system, we fit the early part of BVRI-band light curve simultaneously with a combined version of ejecta-companion and simple power-law model. As a result, we found a significant feature of an early excess possibly from a 7.63±0.52R-sized companion at the optimal viewing angle while the fit is not successful at the common viewing angle. No possible red sources brighter than F555W=-7.01 AB mag is detected at the SN location in Hubble Space Telescope (HST) pre-explosion images, excluding massive stars with initial mass of >16M as companions. We suggest the progenitor system of SN 2021hpr can be a fairly large companion such as a main sequence, a low mass subgiant, and a helium giant star. In addition, a possibility of the ejecta-Disk Originated Matter (DOM) interaction for the DD scenario considering linearly-rising early flux still remains.

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Elastic-plastic formulation for concrete encased sections interaction diagram tracing

  • Fenollosa, Ernesto;Gil, Enrique;Cabrera, Ivan;Vercher, Jose
    • Steel and Composite Structures
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    • 제19권4호
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    • pp.861-876
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    • 2015
  • Composite sections design consists on checking that the point defined by axial load and bending moment keeps included within the surface enclosed by the section interaction curve. Eurocode 4 suggests a method for tracing this diagram based on the plastic stress distribution method. However curves obtained according to this criterion overvalue concrete encased sections bearing capacity, especially when axial force comes with high bending moment values, so a correction factor is required. This article proposes a method for tracing this diagram based on the strain compatibility method. When stresses on the section are integrated by considering the Navier hypothesis, the use of the materials nonlinear constitutive equations provides curves much more adjusted to reality. This process requires the use of rather complex software which might reveal as too complex for practitioners. Preserving the same criteria of an elastic-plastic stress distribution, this article presents alternative expressions to obtain the failure internal forces in five significant points of the interaction diagram having considered five different positions of the neutral axis. These expressions are simply enough for their practical application. Concordance of curves traced strictly relying on these five points with those obtained by computer assisted stress integration considering the strain compatibility method and even with Eurocode 4 weighted curves will be presented for three different cross-sections and two different concrete strengths, revealing very good results.

Non-linear analysis of pile groups subjected to lateral loads using 'p-y' curve

  • Chore, H.S.;Ingle, R.K.;Sawant, V.A.
    • Interaction and multiscale mechanics
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    • 제5권1호
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    • pp.57-73
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    • 2012
  • The paper presents the analysis of two groups of piles subjected to lateral loads incorporating the non-linear behaviour of soil. The finite element method is adopted for carrying out the parametric study of the pile groups. The pile is idealized as a one dimensional beam element, the pile cap as two dimensional plate elements and the soil as non-linear elastic springs using the p-y curves developed by Georgiadis et al. (1992). Two groups of piles, embedded in a cohesive soil, involving two and three piles in series and parallel arrangement thereof are considered. The response of the pile groups is found to be significantly affected by the parameters such as the spacing between the piles, the number of piles in a group and the orientation of the lateral load. The non-linear response of the system is, further, compared with the one by Chore et al. (2012) obtained by the analysis of a system to the present one, except that the soil is assumed to be linear elastic. From the comparison, it is observed that the non-linearity of soil is found to increase the top displacement of the pile group in the range of 66.4%-145.6%, while decreasing the fixed moments in the range of 2% to 20% and the positive moments in the range of 54% to 57%.

BIACORE 바이오센서를 이용한 B형 간염 표면항원 정량분석의 기초연구

  • 유창훈;류강;전준영;이현익;최성철;이은규
    • 한국생물공학회:학술대회논문집
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    • 한국생물공학회 2001년도 추계학술발표대회
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    • pp.231-234
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    • 2001
  • Biacore 바이오센서를 이용하여 재조합 HBsAg 를 정량분석하기 위해 CM5 칩 위에 anti-HBsAg polyclonal antibody를 저밀도 (2,304.2 RU)와 고밀도(17635.9 RU)로 고정화한 후 다양한 농도의 HBsAg를 흘려주어 각 농도별 sensorgram을 얻었다. 각 sensorgram으로부터 결합된 HBsAg의 질량을 구하여 액체 시료 내의 HBsAg의 농도 대 칩에 결합된 HBsAg의 질량 사이의 상관관계를 구한 결과 Langmuir 단일층 흡착 등온선과 매우 유사한 형태의 calibration curve를 얻었다. 약 40 ${\mu}g/m{\ell}$ 까지 선형 관계가 유지되었다. 이 calibration curve를 double-reciprocal plotting 하여 $RU_{max}$ 값을 각각 구한 뒤, 단위 질량의 고정화된 항체 당 결합된 HBsAg의 질량을 구한 결과 저밀도 칩에서 0.024, 고밀도 칩에서 0.023 으로 매우 유사한 결과를 나타내었다.

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한약 및 천연물의 항암 임상연구 방법론에 대한 고찰 (Review of Clinical Cancer Research Methodology of Botanical Agents)

  • 오혜경;이지영;류한성;윤성우
    • 대한암한의학회지
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    • 제20권1호
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    • pp.11-21
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    • 2015
  • Objectives : The cancer incidence and cancer burden is increasing. In addition, the use of botanical agents in cancer care is increasing. This article aims to review a research strategy for botanical agents. Methods : The clinical studies of anticancer botanical agents and the papers about clinical research methodology of botanical agents were reviewed. Results : In phase I study, safety confirmation, optimal dose determination and drug interaction study are important. Most botanical agents have low toxicity and some have non-monotone dose response. Therefore, dose-response curve must be evaluated separately from the dose-toxicity curve to determine optimal dose. Although anticancer botanical agents can't shrink tumor size rapidly, they do extend survival. So, in phase II study, response should be evaluated by the survival. Conclusions : Clinical research of botanical agents in cancer is different from traditional methods and strategies. Considering the characteristics of botanical agents and experimental mechanism is necessary in conducting botanical based clinical trials.