• Steel and Composite Structures
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• 제23권4호
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• pp.465-472
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• 2017

This paper presents an experimental study, investigating the compressive behavior of glass-fibre reinforced and unreinforced cementitious material-filled square steel tubular (GFCMFST and CMFST) columns. The specimens were manufactured by using high performance cementitious materials without using coarse aggregate. The influence of adding glass-fibres to the mix on the behavior of both axially and eccentrically loaded columns is considered. It was found that adding glass fibre improvesthe confinement behavior, the axial compressive strength, the stiffness and the toughness of both axially and eccentrically loaded columns. The compressive strength of axially loaded columns is compared with strength predictions according to EC4 and the AISC specification. It was found that the design predictions according to EC4 and the AISC codes provide conservative results for CMFST and GFCMFST columns. Alternatively, the axial load-bending moment interaction diagrams specified in theEC4 are conservative for the eccentrically tubular CMFST and GFCMFST tested columns.

• 자원환경지질
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• 제48권2호
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• pp.131-145
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• 2015

심부 처분장 주변 지하수에 의한 대수층 광물의 풍화 산물을 열역학적으로 예측하고자 하였다. 화강암질암 대수층의 지하수 화학조성을 이용하여 카올리나이트와 스멕타이트 간의 용해도 상수를 구한 결과, 심부에 위치하는 지하수에서 이들 간의 반응이 평형상태에 있음을 관찰하였으며 평형상태일 때의 용해도 상수의 대수값은 카올리나이트와 Ca-, Mg-, Na-스멕타이트의 반응에 대해 각각 약 -14.56, -15.73, -7.76을 나타내었다. 상안정도 상에서 대부분의 화강암질암 심부지하수는 카올리나이트-스멕타이트 평형 경계에 위치하거나 스멕타이트와 일라이트에 대하여 안정한 것으로 나타났다. 염기성암 대수층의 천부지하수를 분석한 결과, 화강암질암 대수층의 심부지하수와 유사한 안정 영역 상에 도시되어 스멕타이트와 일라이트를 형성하는 것으로 나타났으며, 이는 대수층을 구성하는 일차광물의 광물학적 조성이 풍화산물 형성에 큰 영향을 미칠 수 있음을 나타낸다.

• 인터넷정보학회논문지
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• 제12권1호
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• pp.119-130
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• 2011

UML 다이어그램은 시스템을 모델링 하기 위한 언어로 사실상 표준으로 널리 사용되고 있다. 그 가운데 특히 클래스다이어그램은 시스템을 클래스와 클래스들간 관계로 시각화한 것으로 순공학적, 역공학적 시스템 모델링 및 구현에 직접적인 영향을 미친다. 많은 연구에서 클래스다이어그램의 레이아웃과 복잡성이 시스템 모델링의 이해에 미치는 영향을 설명하고 있다. 하지만 연구 결과가 혼재되어 있어 레이아웃 적용의 효과를 판단하는데 어려움이 따른다. 따라서 본 연구에서는 기존 연구에서 제시된 클래스다이어그램 레이아웃 기준을 토대로 2 (레이아웃) ${\times}$ 2 (복잡성) 실험을 설계, 레이아웃 적용으로 인한 이해도를 측정하였다. 47명의 피험자가 실험에 참여하여 서로 다르게 제시된 레이아웃과 복잡성에 대해 이해하도록 하였다. 그 결과 레이아웃을 적용한 실험 그룹에서 유효한 효과를 나타내었고 뿐만 아니라 복잡성에서도 유효한 결과를 확인할 수 있었다. 하지만 이 둘의 상호작용 측정에 있어서는 유효한 결과를 얻지 못했다.

• 시스템엔지니어링학술지
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• 제14권2호
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• pp.24-32
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• 2018

System Complexity one of the most common cause failure of the projects, it leads to a lack of understanding about the functions of the system. Hence, the model is developed for communication and furthermore modeling help analysis, design, and understanding of the system. On the other hand, the text-based specification is useful and easy to develop but is difficult to visualize the physical composition, structure, and behaviour or data exchange of the system. Therefore, it is necessary to transform system description into a diagram which clearly depicts the behaviour of the system as well as the interaction between components. According to the International Atomic Energy Agency (IAEA) Safety Glossary, The safety system is a system important to safety, provided to ensure the safe shutdown of the reactor or the residual heat removal from the reactor core, or to limit the consequences of anticipated operational occurrences and design basis accidents. Core Protection Calculator System (CPCS) in Advanced Power Reactor 1400 (APR 1400) Nuclear Power Plant is a safety critical system. CPCS was developed using systems engineering method focusing on Departure from Nuclear Boiling Ratio (DNBR) calculation. Due to the complexity of the system, many diagrams are needed to minimize the risk of ambiguities and lack of understanding. Using Model-Based Systems Engineering (MBSE) software for modeling the DNBR algorithm were used. These diagrams then serve as the baseline of the reverse engineering process and speeding up the development process. In addition, the use of MBSE ensures that any additional information obtained from auxiliary sources can then be input into the system model, ensuring data consistency.

• 한국연소학회지
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• 제18권4호
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• pp.37-43
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• 2013

The effects of preferential diffusion of hydrogen in interacting counterflow $H_2$-air and CO-air premixed flames were investigated numerically. The global strain rate was varied in the range $30-5917s^{-1}$, where the upper bound of this range corresponds to the flame-stretch limit. Preferential diffusion of hydrogen was studied by comparing flame structures for a mixed average diffusivity with those where the diffusivities of H, $H_2$ and $N_2$ were assumed to be equal. Flame stability diagrams are presented, which show the mapping of the limits of the concentrations of $H_2$ and CO as a function of the strain rate. The main oxidation route for CO is $CO+O_2{\rightarrow}CO_2+O$, which is characterized by relatively slow chemical kinetics; however, a much faster route, namely $CO+OH{\rightarrow}CO_2+H$, can be significant, provided that hydrogen from the $H_2$-air flame is penetrated and then participates in the CO-oxidation. This modifies the flame characteristics in the downstream interaction between the $H_2$-air and CO-air flames, and can cause the interaction characteristics at the rich and lean extinction boundaries not to depend on the Lewis number of the deficient reactant, but rather to depend on chemical interaction between the two flames. Such anomalous behaviors include a partial opening of the upper lean extinction boundary in the interaction between a lean $H_2$-air flame and a lean CO-air flame, as well as the formation of two islands of flame sustainability in a partially premixed configuration with a rich $H_2$-air flame and a lean CO-air flame. At large strain rates, there are two islands where the flame can survive, depending on the nature of the interaction between the two flames. Furthermore, the preferential diffusion of hydrogen extends both the lean and the rich extinction boundaries.

• 한국전산구조공학회논문집
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• 제33권3호
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• pp.153-158
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• 2020

본 논문에서는 부분 CFST (concrete-filled steel tube) 기둥에 대한 수치해석적 저항력 평가 방법에 대해 소개하고 있다. 기존 RC(reinforced concrete) 기둥에서 소성힌지가 발생할 것으로 예상되는 부분을 강관으로 보강함으로써 완전 CFST 기둥보다는 적은 재료를 사용하여 비슷한 휨 모멘트 저항력을 가지는 부분 CFST 기둥의 디자인 컨셉을 제시하였다. 부분 CFST 기둥에서 외부 강관과 내부 콘크리트 사이의 계면에서 거동을 수치해석적으로 모사하기 위해 개선된 부착슬립모델을 적용한 유한요소모델을 구축하고, 이중곡률 휨-압축시험결과와 비교를 통해 타당성을 검증하였다. 검증된 수치모델을 바탕으로 매개변수 연구를 통해서 P-M 상관도를 그려 단면 조건에 따른 최대 저항력을 평가하였다. 또한, 강관 두께별로 필요 보강길이를 산출하고, 보강 조건에 따른 부분 CFST 기둥에서의 파괴메커니즘을 분석하였다.

• Computers and Concrete
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• 제24권1호
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• pp.73-83
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• 2019

Concrete reinforced with fiber reinforced polymer (FRP) bars (FRP-RC) has attracted a significant amount of research attention in the last three decades. A limited number of studies, however, have investigated the effect of bond slip on the performance of FRP-RC columns under eccentric loading. Based on previous experimental study, a finite-element model of eccentrically loaded FRP-RC columns was established in this study. The bondslip behavior was modeled by inserting spring elements between FRP bars and concrete. The improved Bertero-Popov-Eligehausen (BPE) bond slip model with the results of existing FRP-RC pullout tests was introduced. The effect of bond slip on the entire compression-bending process of FRP-RC columns was investigated parametrically. The results show that the initial stiffness of bond slip is the most sensitive parameter affecting the compression-bending performance of columns. The peak bond stress and the corresponding peak slip produce a small effect on the maximum loading capacity of columns. The bondslip softening has little effect on the compression-bending performance of columns. The sectional analysis revealed that, as the load eccentricity and the FRP bar diameter increase, the reducing effect of bond slip on the flexural capacity becomes more obvious. With regard to bond slip, the axial-force-bending-moment (P-M) interaction diagrams of columns with different FRP bar diameters show consistent trends. It can be concluded from this study that for columns reinforced with large diameter FRP bars, the flexural capacity of columns at low axial load levels will be seriously overestimated if the bond slip is not considered.

• Structural Engineering and Mechanics
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• 제33권2호
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• pp.137-158
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• 2009

This paper investigates the behavior of reinforced concrete (RC) circular columns under combined loading including torsion. The main variables considered in this study are the ratio of torsional moment to bending moment (T/M) and the level of detailing for moderate and high seismicity (low and high transverse reinforcement/spiral ratio). This paper presents the results of tests on seven columns subjected to cyclic bending and shear, cyclic torsion, and various levels of combined cyclic bending, shear, and torsion. Columns under combined loading were tested at T/M ratios of 0.2 and 0.4. These columns were reinforced with two spiral reinforcement ratios of 0.73% and 1.32%. Similarly, the columns subjected to pure torsion were tested with two spiral reinforcement ratios of 0.73% and 1.32%. This study examined the significance of proper detailing, and spiral reinforcement ratio and its effect on the torsional resistance under combined loading. The test results demonstrate that both the flexural and torsional capacities are decreased due to the effect of combined loading. Furthermore, they show a significant change in the failure mode and deformation characteristics depending on the spiral reinforcement ratio. The increase in spiral reinforcement ratio also led to significant improvement in strength and ductility.

• 대한화학회지
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• 제60권2호
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• pp.111-117
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• 2016

본 연구에서는 이성분 격자 용액에서 용매-용질, 용질-용질 분자 사이에 특정상호작용이 존재하는 경우에 대한 새로운 혼합자유에너지식을 유도하였다. 특정상호작용이 일어날 확률은 이항분포를 만족한다고 가정하였다. 이 혼합자유에너지식을 이용하여 나타낼 수 있는 부분혼합도에 대한 유형을 조사하였고 Ω-모양의 온도-조성 상도가 존재할 수 있음을 보여 주었다. 그리고 물-2-부탄올에 대한 Ω-모양의 온도-조성 상도를 계산하여 Hino등 ⁵의 방법에 의한 계산값, 실험값과 비교하여 보았다.

• Structural Engineering and Mechanics
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• 제49권1호
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• pp.23-40
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• 2014

In this article, using finite element method of analysis (FEM), behavior of the endplate moment connection subjected to axial force and bending moment is investigated. In the FEM model, all the nonlinear characteristics such as material, geometry, as well as contact have been included. First, in order to verify the numerical model of the connection, an analysis of the endplate moment connection conducted without the application of the axial force. Results obtained from FEM indicating a close and good correlation with the experimental results. Then to investigate the influence of the axial forces, the connections subjected to axial forces as well as the bending moment are analyzed. To observe the overall effect of these actions, the momentaxial force interaction diagrams are drawn. It is observed that the presence of axial force even in a small value can change the behavior of the connection significantly. It is also shown that the axial forces can alter the failure mode of the connection; and therefore it could result in a different than the predicted moment capacity of the connection.