• 한국전기전자재료학회:학술대회논문집
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• 한국전기전자재료학회 2000년도 하계학술대회 논문집
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• pp.726-729
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• 2000

Though L $a_{1+x}$S $r_{2-x}$M $n_2$ $O_{7}$ n=2 R-P phases have been well known to have CMR effect, it was generally believed that n=1 phase was insulating. But recently monolayered perovskite $Ca_{2-x}$L $n_{x}$Mn $O_4$phase has been reported to show magnetoresistance. In this study, layered perovskite $Ca_{2-x}$L $n_{x}$Mn $O_4$ (x=0, 0.5, Ln=Pr, Nd, Sm, Gd) phases were synthesized by solid state reaction and their structures were refined by Rietveld method. The space groups of $Ca_2$Mn $O_4$, N $d_{0.5}$C $a_{1.5}$Mn $O_4$phases were refined as C2cb and Fmmm, respectively.y.ely.y.y.y.y.y.y.

• Structural Engineering and Mechanics
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• 제11권1호
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• pp.17-34
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• 2001

An improved method has been developed for the computation of the section forces and stiffness in nonlinear finite element analysis of RC plane frames. The need for a new approach arises because the conventional technique may have a questionable level of efficiency if a large number of layers is specified and a questionable level of accuracy if a smaller number is used. The proposed technique is based on automatically dividing the section into zones of similar state of stress and tangent modulus and then numerically integrating within each zone to evaluate the sectional stiffness parameters and forces. In the new system, the size, number and location of the layers vary with the state of the strains in the cross section. The proposed method shows a significant improvement in time requirement and accuracy in comparison with the conventional layered approach. The computer program based on the new technique has been used successfully to predict the experimental load-deflection response of a RC frame and good agreement with test and other numerical results have been obtained.

• Computers and Concrete
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• 제17권6호
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• pp.703-721
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• 2016

A novel approach to modeling concrete behavior at the stage of its maturing is presented in this paper. This approach assumes that at any point in the structure, concrete is composed of a set of layers that are activated in time layer by layer, based on amount of released heat that is produced during process of the concrete's maturing. This allows one to assume that each newly created layer has nominal stiffness moduli and tensile/compressive strengths. Hence introduction of explicit stiffness moduli and tensile/compressive strength dependencies on time, or equivalent time state parameter, is not needed. Analysis of plain concrete (PC) and reinforced concrete (RC) structures, especially massive ones, subjected to any kind of straining in their early stage of existence, mostly due to external loads but especially by thermal loading and shrinkage, is the goal of the approach. In this article a simple elasto-plastic softening model with creep is used for each layer and a general layered model behavior is illustrated on one-dimensional (1D) examples.

• Journal of electromagnetic engineering and science
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• 제19권2호
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• pp.71-81
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• 2019

This paper presents a design methodology for wideband single-layered microwave absorbers with arbitrary absorption at the design center frequency using reactive Salisbury screens. The bandwidth of the absorber increases when the flatness of the reflection response at the design center frequency is maximized. Based on this observation, closed-form design formulas for wideband absorbers are derived. As they are scalable to any design frequency, wideband reactive screens can be systematically realized using two-dimensional periodic crossed-dipole structures patterned on a resistive sheet. Based on this method, a single-layered absorber with a 90% bandwidth improved to 124% of the design center frequency is presented. For the purpose of physical demonstration, an absorber with a design center frequency of 10 GHz is designed and fabricated using a silver nanowire resistive film with a surface resistance of 30 Ω/square. The measured absorption shows a good agreement with both the calculation and the electromagnetic simulation.

• Coupled systems mechanics
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• 제12권6호
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• pp.519-530
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• 2023

This paper presents a mathematical model suitable for the calculation of laminated glass, i.e. glass plates combined with an interlayer material. The model is based on a beam differential equation for each glass plate and a separate differential equation for the slip in the interlayer. In addition to slip, the model takes into account prestressing force in the interlayer. It is possible to combine the two contributions arbitrarily, which is important because the glass sheet fabrication process changes the stiffness of the interlayer in ways that are not easily predictable and could introduce prestressing of varying magnitude. The model is suitable for reformulation into an inverse procedure for calculation of the relevant parameters. Model consisting of a system of differential-algebraic equations, proved too stiff for cases with the thin interlayer. This novel approach covers the full range of possible stiffnesses of layered glass sheets, i.e., from zero to infinite stiffness of the interlayer. The comparison of numerical and experimental results contributes to the validation of the model.

• 보존과학회지
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• 제35권5호
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• pp.440-452
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• 2019

전통 제철 공정 중 단야공정에서 나타나는 다층구조 무늬의 선명도를 향상시키고자 재현실험을 통해 생산된 사철강(SI)과 탄소의 함량이 다른 3종류의 현대강인 경강(HS), 고탄소강(CS), 니켈탄소강(NiS)을 각각 단접한 소재 SIHS(사철강 + 경강), SICS(사철강 + 고탄소강), SINiS(사철강 + 니켈탄소강)을 대상으로 분석하였다. 사철강과 탄소의 함량이 다른 3종류의 현대강의 접합면에 대한 미세조직 관찰 결과, SINiS의 경우 다른 소재에 비해 단접면의 단접이 잘 이루어졌고 표면무늬 또한 두드러지게 관찰되었다. 결정립 크기는 소재별 큰 차이는 없었으나 경도는 SICS가 가장 높았다. 소재별 접합면에 대한 전자빔 미세분석법 측정 결과, SINiS의 경우 니켈과 탄소가 함유되어 표면무늬의 선명도가 다른 소재에 비해 높은 것으로 관찰된다. 이상의 결과를 통해 전통단접기술의 특징인 다층구조 소재에서 표현되는 표면무늬의 선명도를 높이기 위해서는 니켈이 함유된 탄소강이 가장 적합함을 확인할 수 있었다.

• 한국지반신소재학회논문집
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• 제19권1호
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• pp.55-63
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• 2020

본 연구에서는 다층으로 구성된 깊은 토사지반 내 박스구조물에 대하여 지진하중이 작용할 때 동적거동 특성을 규명하기 위하여 진동대를 이용한 축소모형시험과 유효응력을 고려한 내진해석을 수행하였다. 입력지진파는 장주기파(Hachinohe), 단주기파(Ofunato)와 인공지진파 및 최근 경주 및 포항지역에서 발생한 실지진파 등 5개의 지진파를 사용하여 하부지반에서 작용시켰다. 모형실험 및 수치해석 분석결과, 지진하중 작용시 박스구조물에 발생하는 변위는 연직방향이 수평방향에 비해 크게 발생하였으며, 기초지반 하부의 과잉간극수압 증가가 변위를 유발하는 것으로 확인하였다. 또한, 실지진파에 비해 인공지진파 작용시 지반 및 지중구조물의 동적거동이 크게 나타났다.

• 한국군사과학기술학회지
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• 제1권1호
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• pp.114-127
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• 1998

A user friendly computer code(EMCOMST; Electro-Magnetic response for COMposite STructures) was developed which provides with computations of the response characteristics such as reflectance and transmittance to the incident wave angles, frequencies, composite thicknesses, ply orientations, and types of backplate as the linearly polarized transverse electro-magnetic wave is emitted to the advanced composite structures. In this investigation were reviewed the electromagnetic characteristics of the continuous orthotropic fiber-reinforced organic matrix composites with or without ferrite fillers, which are actively applied to low-weight and high-strength aircraft structures. Also were calculated the response of the three layered compound structures which have appropriately stacked above-mentioned materials as transmitting layer, absorbing layer, reflection layer, respectively under the specific thickness constraints for mechanical strength design requirements. For the composite structures presented in this study, minimum reflectance value less than -5㏈ can be obtained in the frequency range of 4 to 12 ㎓. In addition, analysis of structures attached isotropic radar absorbing materials(RAM) is facilitated by putting the material properties in the material input card entries adequately.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2008년도 추계 학술발표회
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• pp.1318-1327
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• 2008

Geotechnical sites in urban areas may have embedded structures such as utility lines and underground concrete structures, which cause difficulties in site investigation. This study is a preliminary research to establish knowledge base for developing an optimal technique for site investigation in urban areas. Surface-wave method and resistivity survey, which are frequently adopted for non-destructive site-investigation for geotechnical sites, were investigated to characterize effects of adjacent structures. In case of surface wave method, patterns of wave propagation were investigated for typical sets of multi-layered geotechnical profiles by numerical simulation based on forward modeling theory and field experiments for small-size model tests and real-scale tests in the field. In case of resistivity survey, 3-D finite element analyses and field tests were performed to investigate effects of adjacent concrete structures. These theoretical and experimental researches for surface-wave method and resistivity survey resulted in establishing physical criteria to cause interference of adjacent structures in site investigation at urban areas.

• 화약ㆍ발파
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• 제35권3호
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• pp.1-8
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• 2017

본 연구에서는 다층 주방식 채광 광산에서 우발적 폭발이 일어났을 때 구조변수가 파괴(낙석 등)에 미치는 영향 및 기여도를 평가 분석하였다. 다층 주방식 광산에서 대형 폭발에 따른 최대진동속도 영향을 산출하기 위해 AUTODYN으로 수치해석을 수행하였으며, 각 인자들의 기여도 분석을 위해 강건설계 실험계획법을 이용하여 설계인자를 분석하였다. 분석에 사용된 직교배열은 $L_9(3^4)$ 이었고 변수는 각각 3수준의 값을 갖는 광주의 높이, 광주의 폭, 갱도 폭, 바닥필라 두께 등으로 하였다. 분석결과 폭발원 갱도로 부터 하부레벨 갱도 천반에서 최대진동속도 발생에 가장 큰 영향을 미치는 것은 광주의 높이이며, 이어서 바닥필라, 갱도 폭, 광주의 폭 순으로 나타났다. 수평인접 갱도 측면중앙의 경우는 광주의 폭, 갱도 폭, 광주의 높이, 바닥필라의 두께 순으로 기여율이 평가되었다.