• Proceedings of the Materials Research Society of Korea Conference
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• 2000.11a
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• pp.80-80
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• 2000

차세대 대화면 평판 디스플레이에서 가장 주목을 받고 있는 디스플레이 소자는 PDP라고 할 수 있다. PDP 패널 제조 공정 기술에서 난해한 공정 중 하나인 투명 유전체 제조 공정은 현재까지 인쇄법에 의한 연구가 주로 진행되어 왔다. 그러나 인쇄법은 여러 번의 인쇄와 건조, 소성이 반복되어야 함으로써 유전체 제조에 있어서 복잡한 제조 공정이므로 대폭 단순화할 필요가 있다. 이에 대한 해결책으로서 제시된 것이 tape casting을 이용한 건식 공정이다. 본 연구에서는 tape casting용 slurry에 포함되는 유기물인 binder, plasticizer, solvent의 변화에 따른 dry film의 특성 및 소성 조건에 따른 유전체 특성에 관하여 조사하였다. PbO-SiO$_2$-B$_2$O$_3$계 유리 분말과 유기 vehicle을 ball mill을 이용하여 분산, 혼합하여 tape casting용 slurry를 제조하고, 이 slurry를 doctor blade법으로 tape를 제조하고 건조한 후 유리기판에 transfer한 후 소성하였다. Slurry의 조건과 소성 조건에 따른 투광성, 표면 조도 및 단면의 미세구조 등 투명 유전체의 특성을 평가하였다.

• Computational Structural Engineering
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• v.8 no.3
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• pp.59-66
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• 1995

The dynamic responses of structure under impulsive loading have been investigated according to its duration, based on the theory of viscoplasticity which can appropriately represent the effects of plasticity and rheology simultaneously. The viscoplastic model has been implemented into the two-dimensional finite element system to solve plane stress, plane strain or axi-symmetric problems, and the implicit integration scheme, of which solutions are unconditionally stable for relatively large time step length, has been developed to simulate visoplastic straining with deriving the explicit relationship between stress and strain at a material point level. After simulation, one carefully concludes that the duration as well as magnitude of impulsive loading plays an important role in design of structures.

• Transactions of the Korean Society of Mechanical Engineers
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• v.13 no.6
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• pp.1183-1192
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• 1989

본 논문에서는 평면변형률 상태하에서 안정하게 성장하는 균열선단에 집중 되어있는 강소성역의 해석에 역점을 두어 재결정법과 탄.소성유한요소법을 도입하여 안정 성장균열 선단에 형성되는 균열 성장저항에 직접적인 영향을 미치고 있는 소성 역의 크기나 형태에 대한 실험 및 해석을 하였다.

• Journal of Korean Society of Steel Construction
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• v.15 no.3
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• pp.299-311
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• 2003

This paper presents a finite element procedure to estimate the ultimate strength of space frames considering spread of plasticity. The improved displacement field is introduced based on the inclusion of second-order terms of finite rotations. All the non-linear terms due to bending moment, torsional moment, and axial force are precisely considered. The concept of plastic hinges is introduced and the incremental load/displacement method is applied for elasto-plastic analyses. The initial yield surface is defined based on the residual stress, and the full plastification surface is considered under the combined action of axial forces, bending and torsional moments. The elasto-plastic stiffness matrices are derived using the flow rule and the normality condition of the limit function. Finite element solutions for the ultimate strength of space frames are compared with available solutions and experimental results.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.31 no.6
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• pp.381-388
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• 2018

This paper presents a generalized finite element formulation for plastic hinge modeling based on lumped plasticity in the classical Euler-Bernoulli beam elements. In this approach, the plastic hinges are effectively modeled using proper enrichment functions describing weak discontinuities of the solution. The proposed methodology enables the insertion of plastic hinges at an arbitrary location without modifying the connectivity of elements. The formations of plastic hinges are instead achieved by hierarchically adding degrees of freedom to existing elements. Convergence analyses such as h- and p-extensions are performed to investigate the effectiveness of the proposed method. The analysis results indicate that the proposed generalized finite element method can achieve theoretical convergence rates for both cases where plastic hinges are located at nodes and within an element, thus demonstrating its accuracy.

• Proceedings of the Korean Society for Technology of Plasticity Conference
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• 2007.10a
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• pp.368-368
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• 2007

• Journal of the Society of Disaster Information
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• v.10 no.1
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• pp.25-32
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• 2014

The main objective of materials testing is to simulate in-situ field conditions as closely as possible, including loading conditions, climatic conditions, etc. Also, the test method should be easy, inexpensive, simple, and efficient to conduct to become an acceptable standard laboratory testing method for many agencies. Based on these reasons, a new test method employing repetitive axial loading with confinement was developed to evaluate the rutting(permanent deformation) of asphalt concrete. The new laboratory test protocol was developed based on the study of the various structural analysis and field data. This protocol divides asphalt layer(s) into three categories depending upon the depth. Different temperatures and vertical stress levels were used in these areas.

• Cement Symposium
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• s.37
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• pp.68-74
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• 2010

• Proceedings of the Korean Society for Technology of Plasticity Conference
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• 1994.03a
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• pp.201-208
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• 1994

• Cement Symposium
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• no.22
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• pp.42-46
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• 1994