• 비파괴검사학회지
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• 제23권6호
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• pp.635-644
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• 2003

To ensure the reliability of ultrasonic nondestructive testing techniques for modern structural materials, the effects of anisotropy and inhomogeneity and the influence of non-planar component geometries on ultrasonic wave propagation have to be taken into account. In this article, fundamentals and applications of two analytical approaches to three-dimensional elastic beam field calculation are presented. Results for both isotropic materials including curved interfaces and for anisotropic media like composites are presented, covering field profiles for various types of transducers and the modeling of time-dependent rf-signals.

• 한국원자력학회:학술대회논문집
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• 한국원자력학회 1996년도 추계학술발표회논문집(1)
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• pp.301-306
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• 1996

To predict the average liquid level under the condition of the countercurrent stratified two-phase flow in a pipe, an analytical model has been suggested. This is made by introducing the interfacial level gradient into the liquid-phase and the gas-phase momentum equations. The analytical method for the gas-phase pressure drop calculation with f$_i$ $\neq$ f$_G$ has also been described using the liquid level prediction model developed in the present study.

• 대한전기학회:학술대회논문집
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• 대한전기학회 2006년도 제37회 하계학술대회 논문집 B
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• pp.895-896
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• 2006

This paper presents an analytical solution to calculate parameters of permanent magnet synchronous motor equipped with surface-mounted magnet by using transfer relations theorem(TRT) in terms of two-dimensional model in polar coordinates. The analytical results are validated by comparison with finite element analyses (FEA).

• Journal of Welding and Joining
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• 제13권2호
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• pp.68-81
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• 1995

This paper presents an analytical solution to predict the transient temperature distribution in fillet arc welding. The analytical solution is obtained by solving a transient three -dimensional heat conduction equation with convection boundary conditions on the surfaces of an infinite plate with finite thicknesses, and mapping an infinite plate onto the fillet weld geometry with energy equation. The electric arc heat input on fillet weld and on infinite plate is assumed to have a traveling bivariate Gaussian distribution. To check the validity of the solution, GTA and FCA welding experiments were performed under various welding conditions. The actual isotherms of the weldment cross - sections at various distances from the arc start point are compared with those of simulation result. As the result shows a satisfactory accuracy, this analytical solution can be used to predict the transient temperature distribution in the fiIIet weld of finite thickness under a moving bivariate Gaussian distributed heat source. The simplicity and short calculation time of the analytical solution provides rationales to use the analytical solution for modeling the welding control systems or for an optimization tool of welding process parameters.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1997년도 봄 학술발표회 논문집
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• pp.468-474
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• 1997

High strength concrete is a more effective material for columns subject to axial force and moment than for other structural elements. The purpose of this study is to review strength calculation methods for high strength concrete columus by comparison of analytical values and experimental results. The variables of column test under eccentric loading were concrete compressive strength, longitudinal steel ratio, and eccentricity of load. The tied column sections of 120×120mm and 210×210mm were tested and the eccentricity of load varied in the range from 0.16 times to 0.54 times the column depth. The analytical results using the stress-strain relationship to 0.54 times the column depth. The analytical results using the stress-strain relationship as well as the ACI's rectangular block, Zia's modified block, and the trapezoidal block are compared with experimentally obtained data, and discussed in this paper.

• Nuclear Engineering and Technology
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• 제54권4호
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• pp.1471-1481
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• 2022

This paper aims to present a new method for obtaining an analytical solution for the Kaniadakis Doppler broadening (KDB) function. Also, in this work, we report the computational efficiencies of this solution compared with the numerical one. The solution of the differential equation achieved in this paper is free of approximations and is, consequently, a more robust methodology for obtaining an analytical representation of ψ_k. Moreover, the results show an improvement in efficiency using the analytical approximation, indicating that it may be helpful in different applications that require the calculation of the deformed Doppler broadening function.

• Steel and Composite Structures
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• 제33권2호
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• pp.209-224
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• 2019

This paper describes a study of the mapping relationship between the vertical deformation of bridge structures and rail deformation of high-speed railway, taking the interlayer interactions of the bridge subgrade CRTS II ballastless slab track system (HSRBST) into account. The differential equations and natural boundary conditions of the mapping relationship between the vertical deformation of bridge structures and rail deformation were deduced according to the principle of stationary potential energy. Then an analytical model for such relationship was proposed. Both the analytical method proposed in this paper and the finite element numerical method were used to calculate the rail deformations under three typical deformations of bridge structures and the evolution of rail geometry under these circumstances was analyzed. It was shown that numerical and analytical calculation results are well agreed with each other, demonstrating the effectiveness of the analytical model proposed in this paper. The mapping coefficient between bridge structure deformation and rail deformation showed a nonlinear increase with increasing amplitude of the bridge structure deformation. The rail deformation showed an obvious "following feature"; with the increase of bridge span and fastener stiffness, the curve of rail deformation became gentler, the track irregularity wavelength became longer, and the performance of the rail at following the bridge structure deformation was stronger.

• 예술인문사회 융합 멀티미디어 논문지
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• 제7권12호
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• pp.101-110
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• 2017

2016년 통계청의 자료에 따르면 법인의 직무발명 비중이 늘어나고 있음에도 불구하고, 정당한 직무발명보상을 실시하지 않는 기업은 56.9%나 되는 것으로 집계되었다. 하나의 원인은 객관적인 특허 기여율 산출 방식과 정당한 보상의 명확한 기준이 정립되지 못했기 때문이다. 본 연구에서는 정당한 직무발명 보상금 산정을 위해 DCF (Discounted cash flow)와 AHP (Analytical hiearchy process) 방법론을 활용한 새로운 특허 기여율 산출 방식을 제시하고 이를 활용하여 실제 사례를 통해 검증하였다. 그 결과 기존 판례의 보상금 산정보다 2.3배 높은 금액이 산정되었으며 이는 정당한 보상금 산정에 있어 명확한 기준이 정립되지 않아 발명자 보호에 매우 미흡한 현 상황에서 조금 더 발명자를 보호할 수 있는 객관적인 보상금 산정 기준을 제시하고 있다는 점에서 의의가 있다. 본 방법론은 계산방법과 절차가 단순하여 중소기업을 위한 직무발명 보상 기법으로 활용 가능할 것으로 기대한다.

• 한국추진공학회지
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• 제18권3호
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• pp.40-47
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• 2014

우주발사체 최적 설계에 사용될 내탄도 해석 코드를 위한 그레인 Burn-back 연구를 수행하였다. 그레인 Burn-back은 내탄도 해석에 필수적인 그레인의 연소면적의 계산에 사용된다. 최적 설계에 사용될 내탄도 해석 코드는 설계 변수의 변경 및 반복계산을 통해 요구 성능을 만족할 때 까지 반복 계산을 수행한다. 따라서 내탄도 해석에 적용될 Burn-back 해석기법은 설계 변수의 변경이 용이하며 계산시간이 짧아야 한다. 이에 본 연구에서는 Analytical Method를 이용하여 Burn-back 해석코드를 개발하였으며, 그레인 형상에 대해 기하학적 변수를 선정 및 형상 변화에 대해 정리하였다. 개발된 코드는 Numerical Method로부터 산출된 값과 비교하여 검증을 수행하였다.

• Structural Engineering and Mechanics
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• 제77권1호
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• pp.137-149
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• 2021

In engineering design, the axial equivalent elastic modulus of laminated FRP pipe was mostly calculated by the average elastic modulus method or the classical laminated plate theory method, which are based on relatively simplified assumptions, and may be not accurate enough sometimes. A new analytical calculation method for the axial equivalent elastic modulus of laminated FRP pipe was established based on three-dimensional stress state. By comparing the results calculated by this method with those by the above two traditional analytical methods and the finite element method, it is found that this method for the axial equivalent elastic modulus fits well not only for thin-walled pipes with orthotropic layers, but also for thick-walled pipes with arbitrary layers. Besides, the influence of the layer stacking on the axial equivalent elastic modulus was studied with this method. It is found that a proper content of circumferential layer is beneficial for improving the axial equivalent elastic modulus of the laminated FRP pipe with oblique layers, and then can reduce its material quantity under the premise that its axial stiffness remains unchanged. Finally, the meso-mechanical mechanism of this effect was analyzed. The improving effect of circumferential layer on the axial equivalent elastic modulus of the laminated FRP pipe with oblique layers is mainly because that, the circumferential fibers can restrain the rigid body rotations of the oblique fibers, which tend to cause the significant deformations of the pipe wall units and the relatively low axial equivalent elastic modulus of the pipe.