• KSCE Journal of Civil and Environmental Engineering Research
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• v.30 no.4C
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• pp.175-183
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• 2010

The load distribution and deflection of large diameter piles are investigated by lateral load transfer method (p-y curve). The emphasis is on the effect of the soil continuity in a laterally loaded pile using 3D finite element analysis. A framework for determining a p-y curve is calculated based on the surrounding soil stress. The parametric studies that take into account the soil continuity are also presented in this paper. Through comparisons with results of field load tests, it is found that the prediction by the present approach is in good agreement with the general trend observed by in situ measurements and thus, represents a significant improvement in the prediction of a laterally loaded pile behavior. Therefore, a present study considering the soil continuity would be more economical pile design.

• Proceedings of the KIEE Conference
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• 2015.07a
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• pp.1573-1574
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• 2015

본 연구에서는 선형동기전동기(Linear Synchronous Motor)의 회전형 시험기 설계를 위해서 그 기본 모델이 되는 선형동기 전동기의 기초 설계 과정을 통해 주요 파라미터를 선정하고 FEM 모델을 도출하였다. 또한 유한요소법을 이용하여 전자계 해석을 수행하여 선형동기전동기의 특성을 분석하였고, 설계된 선형동기전동기를 바탕으로 회전형으로 모델링하여 시험기의 형태로 설계하였으며, 유한요소해석을 통해 요구 사양을 만족함을 확인하였다.

• Transactions of the Korean Society of Mechanical Engineers A
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• v.41 no.3
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• pp.241-249
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• 2017

A powerlock is used to transmit torque between two shafts, to protect important equipment from overloads, and to compensate for the misalignment of assembled shafts. In this study, the effect of the shapes of the inner rings, bolt-fastening force, and friction on power transmission performance of powerlocks is investigated. Finite element analysis and experiments were conducted for two cases, and the analysis results were validated. Analyses were carried out for inner rings of various shapes and for various values of bolt-fastening force and friction coefficient. The main factors that affect the torque transmission performance were investigated based on the analysis results.

• Proceedings of the KIEE Conference
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• 2008.07a
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• pp.826-827
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• 2008

선형전동기는 위치 및 속도 제어기구로 빠른 속도와 강한 추력 정확한 위치 제어가 가능하다. 선형전동기의 성능 향상 및 소형화를 위해서는 추력의 최대화가 요구되는데, 일반적으로 추력을 계산하는 방법으로 유한요소법, 등가자기회로망법 등이 있다. 본 연구에서는 유한요소법을 이용하여 정자장 해석인 정특성과 과도해석인 동특성을 분석하였다. 향후 정특성과 동특성의 결과를 통해서 시제품의 실험결과와 비교 분석하여 동특성해석에 대한 검증을 수행할 것이다.

• International Journal of Highway Engineering
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• v.11 no.2
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• pp.205-216
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• 2009

As a subsequent study, this paper presents a comparative evaluation of structural responses in asphalt pavements with stabilized foundations. The approach based on a finite element analysis which incorporates non-linear behaviors of pavement geomaterials is used to estimate each performance indicator under standard single axle loading condition. In addition, results from laboratory tests are used to provide physical and mechanical properties of stabilized geomaterials for analyzing various pavement structures. Changes in pavement responses with varying layer thickness and stabilizer contents were investigated. It is found that the effect of layer thickness and stabilizer content is a critical factor in structural response of stabilized pavements. Moreover, a design criterion is proposed for selecting minimum contents of stabilizer of coarse-grained geomaterials based on a result of unconfined compressive strength and proper layer thickness of foundations.

• Journal of the Society of Disaster Information
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• v.12 no.1
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• pp.62-68
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• 2016

In this study, the impact problems are brought up and the formulation by isoparametric element is attempted for the purpose of analyzing the response characteristics of laminated plate receiving impact load based on the first-order shear deformation theory expanded from the Mindlin plate theory. The result of static analysis and dynamic analysis is drawn through the numerical analysis rectangular and circular plates of antisymmetric Angle-Ply laminated plate using the finite element method and the analysis on each displacement is compared.

• Tunnel and Underground Space
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• v.11 no.2
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• pp.120-121
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• 2001

The purpose of this study is to investigate concrete flaw using seismic first arrival and various inversion method. Seismic wave propagation was calculated using finite element method in theoretical modelling and tomogram was made using various inversion methods in theoretical and experimental modelling. Five steps of seismic first arrival were selected from FEM results and these data were used to calculate seismic velocity section. According to the results, exact seismic first arrival picking method was proposed and experimental modelling was conducted.

• Proceedings of the Korea Water Resources Association Conference
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• 2002.05a
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• pp.640-645
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• 2002

• Proceedings of the Korean Magnestics Society Conference
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• 2004.06a
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• pp.20-21
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• 2004

• Proceedings of the Korean Magnestics Society Conference
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• 2015.11a
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• pp.70-71
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• 2015