• Steel and Composite Structures
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• 제49권4호
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• pp.431-440
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• 2023

The functionally graded (FG) porous plates are usually characterized by the non-symmetric elastic modulus distribution through the thickness so that the plate neutral surface does not coincide with the mid-surface. Nevertheless, the conventional analysis models were mostly based on the plate mid-surface so that the accuracy of resulting numerical results is questionable. In this context, this paper presents the neutral surface-based static and free vibration analysis of FG porous plates and investigates the differences between the mid- and neutral surface-based analysis models. The neutral surface-based numerical method is formulated using the (3,3,2) hierarchical model and approximated by the last introduced natural element method (NEM). The volume fractions of metal and ceramic are expressed by the power-law function and the cosine-type porosity distributions are considered. The proposed numerical method is demonstrated through the benchmark experiment, and the differences between two analysis models are parametrically investigated with respect to the thickness-wise material and porosity distributions. It is found from the numerical results that the difference cannot be negligible when the material and porosity distributions are remarkably biased in the thickness direction.

• Coupled systems mechanics
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• 제13권1호
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• pp.43-60
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• 2024

This work presents an analytical approach to investigate wave propagation in bi-directional functionally graded cantilever porous beam. The formulations are based on Touratier's higher-order shear deformation beam theory. The physical properties of the porous functionally graded material beam are graded through the width and thickness using a power law distribution. Two porosities models approximating the even and uneven porosity distributions are considered. The governing equations of the wave propagation in the porous functionally graded beam are derived by employing the Hamilton's principle. Closed-form solutions for various parameters and porosity types are obtained, and the numerical results are compared with those available in the literature.The numerical results show the power law index, number of wave, geometrical parameters and porosity distribution models affect the dynamic of the FG beam significantly.

• Journal of Welding and Joining
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• 제6권4호
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• pp.54-62
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• 1988

Major problems in welding Al-7020 include shrinkage, rpopositgy in welds and loss of strength in the heat affected zone. Thus it is important to examine the mechanical properties and reliability of welds. In this study, a series of experiments was carried out to determine the mechanical properties such as micro-hardness distribution, tensile strength, porosity and residual stress distribution of the Al-7020 weldment made by pulse-GMA welding. The resuts of the experiemnts are as folows. 1) The micro-hardness of weld metal and heat affected zone was lower than that of the base metal. 2) The tensile strength of the deposited metal was much lower than that of the base metal. 3) The porrosity in weld metal zone was negligible under the adopted conditsion of experiemnts. 4) The residual stress in the weld metal was lower than that of the heat affected zone, because the weld metal was softened. And the mciro-hardness distribution, the tensile strength and the residual stess distribution of the weldment in the as-welded condition were compared with those of the weldment after heat treatment.

• 한국화재소방학회논문지
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• 제29권4호
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• pp.7-14
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• 2015

본 연구에서는 전통시장에서 취급하는 대표적 가연 물품인 이불과 가방을 취급하는 점포를 선정하고, 이에 대한 화재하중을 예측하여 향후 전통시장의 화재확산지연을 위한 방화구획 설정에 필요한 기초자료를 제공하는데 목적을 두고 있으며, 표준정규분포를 활용하여 공극률을 근거로 하여 화재하중을 구하였다. 이불의 평균 공극률은 98.7%, 가방의 평균 공극률은 94.39%로 나타났고, 이를 토대로 화재하중을 계산할 결과, 이불은 $29.9kg/m^2$, 가방은 $65.61kg/m^2$로 나타났다.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2009년도 학술발표회 초록집
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• pp.827-831
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• 2009

Recently, frequency occurring flood and drought has increased the necessity of an effective water resources control and management of river flows. Therefore, the simulation of the flow distribution in natural rivers is great importance to the solution of a wide variety of practical flow problems in water resources engineering. However The serious problem facing two-dimensional hydraulic model is the treatment of wet and dry areas. The objective of this study is to investigate the wet and dry parameters that have direct relevance to model performance in situations where inundation of initially dry areas occurs. Several numerical simulations were carried out, which examined the performance of the marsh porosity method for the purpose of sensitivity analysis. Experimental channel and a variety of channel were performed for model tests. The results were compared with those of the observation data and simulation data of existing model. The RMA-2 model displayed reasonable flow distribution compare to the observation data and simulation data of existing model in dry area for application of natural river flow. As a result of this study, effectively applied marsh porosity method provide a reliable results for flow distribution of wet and dry area, it could be further developed to basis for extending to water quality and sediment transport analysis.

• 한국세라믹학회지
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• 제40권6호
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• pp.572-576
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• 2003

$UO_2$-20 wt% CeO$_2$ 소결 펠렛의 밀도에 따른 개/폐 기공도, 기공의 크기 및 그 분포 그리고 기공의 형태를 조사하였다. 이론 소결밀도 약 96% 이상에서는 기공도는 개기공이 거의 없는 폐기공으로 나타났다. 반면에 기공크기 분포는 소결밀도에 관계없이 bimodal 형태를 보이나, 소결밀도가 증가할수록 기공 개수만 적게 나타났다. 기공의 형태는 소결밀도가 증가할수록 불규칙한 형태에서 둥근 형태로 바뀌었다.

• Coupled systems mechanics
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• 제12권3호
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• pp.241-260
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• 2023

The objective of this study is to evaluate the effects of adding fibers to concrete and the distribution rate of the porosity on the interfacial stresses of the beams strengthened with various types of functionally graded porous (FGP) plate. Toward this goal, the beams strengthened with FGP plate were considered and subjected to uniform loading. Three types of beams are considered namely RC beam, RC beam reinforced with metal fibers (RCFM) and RC beam reinforced with Alfa fibers (RCFA). From an analytical development, shear and normal interfacial stresses along the length of the FGP plates were obtained. The accuracy and validity of the proposed theoretical formula are confirmed by the others theoretical results. The results showed clearly that adding fibers to concrete and the distribution rate of the porosity have significant influence on the interfacial stresses of the beams strengthened with FGP plates. Finally, parametric studies are carried out to demonstrate the effect of the mechanical properties and thickness variations of FGP plate, concrete and adhesive on interface debonding, we can conclude that, This research is helpful for the understanding on mechanical behavior of the interface and design of the FRP-RC hybrid structures.

• 대한토목학회논문집
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• 제33권2호
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• pp.573-584
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• 2013

본 연구에서는 유수실 상부 덮개가 있는 케이슨 방파제의 전면벽 유공률 변화에 따라서 전면벽 파압 분포가 어떻게 달라지는지 실험적으로 고찰하였다. 우선 전면벽 유공률이 0인 무공 케이슨에 대해서 파압을 측정하여 이를 Goda(1974)의 파압 분포와 비교하였다. 분석 결과, 계측된 파압분포는 Goda의 파압 공식과 대체로 잘 일치하였으며, 이를 통해서 본 실험에서 파압이 정확하게 측정되었음을 확인하였다. 한편, 유공 케이슨의 경우 전면벽 유공률을 0.2, 0.25, 0.3으로 변화시키면서 실험을 수행하였다. 대부분의 실험 조건에서는 유공률에 따른 전면벽 파압 분포에 차이가 거의 없었던 반면, 비교적 파고 및 주기가 큰 일부 실험파의 경우에는 유공률이 클수록 파압이 근소하게 증가하는 경향이 나타났다. 그러나 전면벽 총파력은 대체로 유공률에 따른 차이가 미미하였다.

• 한국세라믹학회지
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• 제52권6호
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• pp.467-472
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• 2015

The effect of $SrCO_3$ content on the microstructure, porosity, flexural strength, and pore size distribution of clay-based membrane supports was investigated. Green compacts prepared from low cost materials such as kaolin, bentonite, talc, sodium borate, and strontium carbonate were sintered at $1000^{\circ}C$ for 8 h in air. It was possible to control the porosity of the clay-based membrane supports within the range of 33% to 37% by adjusting the $SrCO_3$ content. The flexural strength of the clay-based membrane supports was found to strongly depend on their porosity. In turn, the porosity was affected by the $SrCO_3$ content. The average pore size and flexural strength of the clay-based membrane supports containing 4 wt% $SrCO_3$ were $0.62{\mu}m$ and 33 MPa at 34% porosity.

• Wind and Structures
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• 제21권3호
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• pp.273-287
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• 2015

In this paper, a free vibration analysis of functionally graded beam made of porous material is presented. The material properties are supposed to vary along the thickness direction of the beam according to the rule of mixture, which is modified to approximate the material properties with the porosity phases. For this purpose, a new displacement field based on refined shear deformation theory is implemented. The theory accounts for parabolic distribution of the transverse shear strains and satisfies the zero traction boundary conditions on the surfaces of the beam without using shear correction factors. Based on the present refined shear deformation beam theory, the equations of motion are derived from Hamilton's principle. The rule of mixture is modified to describe and approximate material properties of the FG beams with porosity phases. The accuracy of the present solutions is verified by comparing the obtained results with the existing solutions. Illustrative examples are given also to show the effects of varying gradients, porosity volume fraction, aspect ratios, and thickness to length ratios on the free vibration of the FG beams.