• Proceedings of the Earthquake Engineering Society of Korea Conference
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• 2006.03a
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• pp.620-627
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• 2006

강재기둥으로부터 전달되어 내려오는 모멘트 하중에 의한 베이스판의 변형을 고려한 앵커볼트의 설계방법에 대해 소개하였다. 기둥-베이스판 접합부의 설계를 위해 간략해석 모델 (Simple Beam Model) 이 개발되었으며 인장력과 모멘트 하중에 동시에 저항하는 앵커볼트의 설계를 위해 국부 메카니즘 개념이 도입되었다. 제안된 새로운 설계법을 적용하여 앵커볼트와 베이스판 사이의 최대지압력을 계산할 수 있었으며 이를 바탕으로 앵커볼트의 사이즈를 결정할 수 있었다. 본 논문에서는 상기 간략히 소개된 앵커볼트 설계법을 보다 상세히 기술하였다.

• Journal of the Korean Geotechnical Society
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• v.18 no.1
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• pp.29-39
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• 2002

In order to evaluate the behavior of overall range from small strain to failure, the triaxial compression tests with LVDTs were performed for local displacement measurements. According to the result it was possible to evaluate the total range behavior from 0.001% to 10% and both secant moduli of undisturbed and disturbed weathered soils had a similar result in the small slain level. The normalized shear moduli$(G/G_{max})$ in the undrained triaxial compression tests were similar to those of resonant column tests but the maximum shear moduli$(G/G_{max})$ were strongly affected by the ratio of saturation. As a result of parametric study a constitutive model with anisotropic hardening could predict the behavior of total strain range.

• Composites Research
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• v.13 no.1
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• pp.25-32
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• 2000

In this paper, postbuckling behavior of laminated composite-stringer stiffened-curved panels loaded in local compression is analyzed using the finite element program developed. Postbuckling Analysis is performed in dividing the panel behavior into three basic parts. The eight node degenerated shell element is used in modelling both panel and stiffeners, and the updated Lagrangian description method based on the 2nd Piola-Kirchhoff stress tensor and the Green strain tensor is used for the nonlinear finite element formulation. The progressive failure analysis is adopted in order to grasp the failure characteristics. The postbuckling experiment of the laminated composite-stiffened-curved panel had been done to verify the finite element analysis. The buckling load and the postbuckling ultimate load are compared in parametric study.

• Geotechnical Engineering
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• v.13 no.3
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• pp.21-32
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• 1997

In this paper, an enhanced finite element model based on homogenisation technique is proposed to capture the localized failure mode of the intact rock masses. For this, bifurcation analysis at the element level is performed and, once the bifurcation is detected, equivalent material properties of the shear band and neighbouring intact rock are used to trace the post -peak behaviour of the material. It is demonstrated that mesh sensitivity of the strain softening model is overcome and progressive failure mode of rock specimen can be simulated relaistically. Furthermore, the numerical results show that the crack propagation and final failure mode can be captured with relatively coarse meshes and compares well with the experimental data available.

• Journal of Korean Society of Steel Construction
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• v.16 no.4 s.71
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• pp.433-442
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• 2004

This paper discusses the development of a computer program to analyze elastic local buckling stress based on Eurocode 3 Part 1.3 for the flange and web of cold-formed channel columns under compression at elevated temperatures. The high-temperature, stress-strain relationships of the steel used in this paper were determined according to Eurocode 3 Part 1.2. The critical temperatures and the elastic local buckling stresses of cold-formed channel columns under compression at elevated temperatures were analyzed with the computer program developed in this study. Analysis examples were given to show the applicability of the computer program.

• Proceedings of the Korean Vacuum Society Conference
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• 2011.02a
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• pp.451-451
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• 2011

적외선 소자의 재료로 쓰이는 액상 에피 성장법(Liquid phase epitaxy: LPE)으로 성장된 HgCdTe (MCT)박막의 Hg 분위기 열처리에 따른 구조적 변화를 고 분해능 투과 전자 현미경으로 관찰하였다. 일반적으로 LPE방법으로 성장된 MCT박막은 성장 방법의 특성상 Te 과다 영역의 성장용액이 사용되므로 상온 냉각 과정에서 박막 내 국부적인 Te 석출물을 형성 시킬 가능성이 높다. 또한, 성장 과정시 높은 Hg 증기압으로 인해 Hg-vacancy가 존재하므로 품질을 저하시키는 요인이 된다. 따라서, 본 실험에서는 Hg-vacancy와 국부적인 Te 석출물의 제거를 위해 Hg 분위기 열처리 공정을 실시하여 박막의 결정성 변화 및 국부적인 조성 변화를 관찰하였다. 실험결과, 열처리에 따른 Hg의 박막 내 공급으로 인한 이차상의 형성 등이 관찰 되었으며 부피 팽창으로 인해 격자의 변형이 관찰 되었다. 이는 투과 전자 현미경의 고 분해능 이미지 와 Gaussian mask filtering 기법으로 보여진 격자 줄무늬상 (lattice fringe)으로 확인 하였다. 또한, 열처리에 따른 국부적인 조성 편기의 해소는 high angle annular dark field scanning TEM(HAADF-STEM)을 이용하여 관찰 하였다.

• Composites Research
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• v.18 no.1
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• pp.30-37
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• 2005

The bending strength characteristics and local deformation behaviors of honeycomb sandwich composites were investigated using three-point bending experiment and finite element simulation with a real model of honeycomb core. Two kinds of cell sizes of honeycomb core, two kinds of skin layer thicknesses, perfect bonding specimen as well as initial delamination specimen were used for analysis of stress and deformation behaviors of honeycomb sandwich beams. Various failure modes such as skin layer yielding, interfacial delamination, core shear deformation and local buckling were considered. Its simulation results were very comparable to the experimental ones. Consequently, cell size of honeycomb core and skin layer thickness had dominant effects on the bending strength and deformation behaviors of honeycomb sandwich composites. Specimens of large core cell size and thin skin layer showed that bending strength decreased by $30\~68\%$.

• Proceedings of the KSME Conference
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• 2005.11a
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• pp.116.2-116.2
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• 2005

• Proceedings of the Korean Fiber Society Conference
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• 2001.10a
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• pp.131-134
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• 2001

합성섬유의 방사공정 중 하나인 연신 공정은 섬유의 성질을 향상시키기 위해 고화된 상태의 섬유를 신장하는 공정이다. 연신할 때 변형이 국부적으로 일어나는 네킹이 일반적으로 관찰되는데, 이 현상은 방사 공정 후에 일어나는, 합성섬유의 역학적 성질과 미세구조에 큰 영향을 미친다[1]. 본 논문에서는 네킹을 분자 구조의 변화에 대한고려 없이 거시적인 관점에서 해석하였다. (중략)

• KSCE Journal of Civil and Environmental Engineering Research
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• v.33 no.1
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• pp.81-92
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• 2013

The ultimate flexural strength of HSB I-girders, considering the effect of local bucking, was investigated through a series of nonlinear finite element analysis. The girders were selected such that the inelastic local flange buckling or the plastic yielding of compression flanges governs the flexural strength. Both homogeneous sections fabricated from HSB600 or HSB800 steel and hybrid sections with HSB800 flanges and SM570-TMC web were considered. In the FE analysis, the flanges and web were modeled using thin shell elements and initial imperfections and residual stresses were imposed on the FE model. An elasto-plastic strain hardening material was used for steels. After establishing the validity of present FE analysis by comparing FE results with test results published in the literature, the effects of initial imperfection and residual stress on the inelastic flange local buckling behavior were assessed. The ultimate flexural strengths of 60 I-girders with various compression flange slenderness were obtained by FE analysis and compared with those calculated from the KHBDC, AASHTO LRFD and Eurocode 3 provisions. Based on the comparison, the applicability of design equations in these specifications for the flexural strength of I-girder considering flange local buckling was evaluated.