• 대한기계학회논문집A
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• 제31권4호
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• pp.496-505
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• 2007

This paper proposes closed-form plastic limit load solutions for elbows under in-plane bending, via three-dimensional (3-D), small strain FE limit analyses using elastic-perfectly plastic materials. A wide range of elbow and thinning geometries are considered. For systematic analyses of the effect of the axial thinning length on limit loads, two limiting cases are considered; a sufficiently long wall thinning, and the circumferential part-through surface crack. Closed-form plastic limit load solutions for wall thinning with intermediate longitudinal extents are then obtained from these two limiting cases. The effect of the axial extent of wall thinning on plastic limit loads for elbows is highlighted by comparing that for straight pipes. Although the proposed solutions are developed for the case when wall thinning exists in the center of elbows, it is also shown that they can be applied to the case when wall thinning exists anywhere within the elbow.

• 대한조선학회지
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• 제21권3호
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• pp.27-34
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• 1984

When a ship is travelling in following seas, the encounter frequency is reduced to be very low. In that case broaching phenomenon is most likely to occur, and it may be due to wave exciting forces acting on ships. It is thought that the wave exciting forces acting on ships in following seas almost consist of two components. One is hydrostatic force due to Froude-Krylov hypothesis, and the other is hydrodynamic lift force due to orbital motion of water particles below the wave surface. In the present paper, the emphasis is laid upon wave exciting sway force, yaw moment and roll moment acting on ships in following seas. The authers take the case that the component of ship speed in the direction of wave propagation is equal to the wave celerity, i.e., the encounter frequency is zero. Hydrostatic force components are calculated by line integral method on Lewis form plane, and hydrodynamic lift components are calculated by lifting surface theory. Furthermore captive model tests are carried out in regular following waves generated by means of a wave making board. Through the comparison between calculated and measured values, it is confirmed that the wave exciting forces acting on ships in following seas can be predicted in terms of present method to a certain extent.

• 한국자기학회지
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• 제14권4호
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• pp.115-119
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• 2004

2쌍의 pick-up코일을 이용하여 퍼멀로이 박막의 면내 2차원 자화벡터를 측정하고 이방성자기저항을 조사하였다. 면내의 x, y축 방향의 모멘트를 동시에 측정함으로써 자화벡터를 정확하게 결정하였다. 퍼멀로이 박막의 이방성자기저항은 일축이방성이 증가할수록 전류와 자화벡터의 사잇각의 함수로 표현되는 관계식에 근접한 거동을 나타냈다. 자기저항비 변화는 전류방향에 평행한 y모멘트 성분의 변화와 잘 부합하였으며 y모멘트의 크기에 비례함을 알 수 있었다.

• 한국자기학회지
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• 제25권6호
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• pp.175-179
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• 2015

덩치상태에서 반쪽금속성을 나타내는 $(AlP)_1/(CrP)_1$ 초격자계에서 (001) 표면의 자성과 반쪽금속성에 대해 FLAPW (Full-potential Liniarized Augmented Plane Wave) 방법을 이용하여 연구하였다. (001) 표면이 나타나는 Al(S)-, Cr(S)-, P(S)Al(S-1)- 및 P(S)Cr(S-1)-term 계 등 모두 네 가지 표면계를 고려하였다. 계산결과 Cr(S)-term 계만 정수배의 보어마그네톤의 자기모멘트를 가져 표면에서 반쪽금속성이 유지됨을 알았다. 이 계에서 표면 Cr 원자의 자기모멘트는 띠좁힘과 스핀분리의 증가 등의 표면효과로 인해 덩치상태에 비해 증가한 $3.02{\mu}_B$였다. P(S)Al(S-1)-term 계에서 표면 P(S)층의 상태밀도는 $p_z$ 상태의 국소화로 인해 매우 예리한 표면상태의 봉우리를 보여 주었으며, P(S)Cr(S-1)-term의 경우 P(S)층과 Cr(S-1)층 사이에 큰 혼합이 존재하였고, 그 결과 P(S)층의 자기모멘트는 $-0.33{\mu}_B$이었다.

• The Korean Journal of Ceramics
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• 제4권2호
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• pp.83-89
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• 1998

The structure refinements and the electrical and magnetoelectric measurements were performed for BIT.1BF and BIT.2BT. The tetragonal distortion of the ab plane became lessened with the addition of $4BiFeO_3 into Bi_4Ti_3O_{12}$ significantly. However, the tilting of the outer-oxygen octahedra of the perovskite unit and the elongatin of the $(Bi_2O_2)^{2+}$ layers became more pronounced. For the both phases, the bariations of dielectric properties and electrical conductivities at high temperatures showed that the ferroelectic I-rerroelectric II phase transition existed before reaching the Curie temperature. The electrical conductivity became higher with the increase of $Fe^{3+}$ ions, implying that the electron transfer increased correspondingly. The magnetoelectric effect was observed linear up to ~8 kOe, which was stronger in BIT.1BF than BIT.2BF. This behavior indicates that the distortion of the ab plane may affect the induced polarization as well as magnetic moment.

• Computers and Concrete
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• 제8권6호
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• pp.693-715
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• 2011

The main object of this study is to evaluate the seismic response effects on a reinforced concrete building isolated by triple concave friction pendulum (TCFP) bearings. The site-response effects arise from the difference in the local soil conditions at the support points of the buildings. The local soil conditions are, therefore, considered as soft, medium and firm; separately. The results on the responses of the isolated building are compared with those of the non-isolated. The building model used in the time history analysis, which is a two-dimensional and eight-storey reinforced concrete building with and without the seismic isolation bearings and/or the local soil conditions, is composed of two-dimensional moment resisting frames for superstructure and of plane elements featuring plane-stress for substructure. The TCFP bearings for isolating the building are modelled as of a series arrangement of the three single concave friction pendulum (SCFP) bearings. In order to investigate the efficiency of both the seismic isolation bearings and the site-response effects on the buildings, the time history analyses are elaborately conducted. It is noted that the site-response effects are important for the isolated building constructed on soft, medium or firm type local foundation soil. The results of the analysis demonstrate that the site-response has significant effects on the response values of the structure-seismic isolation-foundation soil system.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 2001년도 봄 학술발표회 논문집
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• pp.102-109
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• 2001

In order to take account of the statistical properties of probability variables used in the structural analysis, the conventional approach using the safety factor based on past experience usually estimated the safety of a structure. The real structures could only be analyzed with the error in estimation of loads, material characters and the dimensions of the members. But the errors should be considered systematically in the structural analysis. Structural safety could not precisely be appraised by the traditional structural design concept. Recently, new approach based on the probability concept has been applied to the assessment of structural safety using the reliability concept. Thus, the computer program by the Probabilistic FEM is developed by incorporating the probabilistic concept into the conventional FEM method. This paper estimated for the reliability of a plane stress structure by Advanced First-Order Second Moment method using von Mises, Tresca and Mohr-Coulomb failure criterions. The reliability index and failure probability of attained by the Monte Carlo Simulation method with the von Mises criterion were same as PFEM, but the Monte Carlo Simulation were very time-consuming. The variance of member thickness and load could influence the reliability and failure probability most sensitively among the design variables from the results of the parameter analysis. And proper failure criterion must be used to design safely.

• 대한기계학회논문집A
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• 제33권7호
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• pp.637-644
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• 2009

We have analyzed the biomechanical characteristics of cervical spine after total disc replacement using finite element analysis. A finite element model of C2-C7 spinal motion segment was developed and validated by other experimental studies. Two types of artificial discs, semi-constraint and un-constraint, were inserted at C6-C7 segments. Inferior plane of C7 vertebra was fixed and 1Nm of moment were applied on superior plane of C2 vertebra with 50N of compressive load along follower load direction. Mobility of the cervical spine in which each artificial disc inserted was higher than that of intact one in all loading conditions. Also, high mobility at the surgical level after total disc replacement could lead higher facet joint force and ligaments axial stresses. The results of present study could be used to evaluate surgical option and validate the biomechanical characteristics of the implant in total disc replacement in cervical spine.

• 한국자기학회지
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• 제9권5호
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• pp.223-226
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• 1999

Pd(001) 위에 올려진 Tc 0.5(Half-monolayer) 웃층의 자성상태와 전자구조를 FLAPW(Full-Potential Linearized Augmented Plane Wave) 에너지 띠 방법을 이용하여 이론적으로 연구하였다. Tc 웃층의 안정된 자성상태를 알아보기 위해 상자성 상태와 강자성 상태의 총에너지를 계산하였다. 계산결과 Tc 0.5 웃층은 강자성 상태가 상자성 상태보다 에너지적으로 안정하였고 그 자기 모멘트는 2.09 $\mu$B이었다. 0.5층 Tc/Pd(001)에 대한 머핀-핀(MT) 구 내의 전자수와 상태밀도 등의 전자구조 계산결과를 제시하고 논의 검토하였다.

• 한국해양공학회지
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• 제8권2호
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• pp.141-150
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• 1994

In designing, the strength of tubular joint has been an important problem for integrity of steel structures in which many tubular members are used. This paper presents the results of FEM analysis on stress concentration and fatigue crack initiation life for two types of tubular joints. One is circular and rectangular T type joints which consist of circular brace and rectangular chord. Another is circular and circular T type joints which consist of circular brace and circular chord. FEM analyses were performed under the axial load and in-plane bending moment. The fatigue crack initiation life can be estimated by using $\varepsilon$-N curve and by applying the Palmgren-Miner linear damage rule. According to the results, the stress concentration factor(SCF) of circular and rectangular joints is higher than that of circular and circular joints. The fatigue crack initiation lives of circular-circular joints and circular-rectangular joints were calculated.