• Elastomers and Composites
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• 제45권4호
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• pp.286-290
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• 2010

Coumarin기가 포함된 액정성을 가진 단량체를 액정 상태에서 UV 조사에 의해 중합하였다. Cycloaddition 반응에 의해 coumarin 액정 단량체는 이량체로 전환되었으며, 광이량화 반응 후에도 액정성이 유지되었다. 그리고 이러한 이량체는 단량체의 액정범위 보다 넓은 영역에서 액정성을 나타내었다. 화합물의 구조는 FT IR 및 $^1H$ NMR에 의해 확인하였으며, 그들의 열적 상전이온도 및 열안정성들은 DSC, GPC 및 편광현미경에 의해 조사하였다. 광중합에 의해 생성된 고분자 생성물은 광학 편광 현미경 관찰에 의해 스멕틱 및 네마틱 조직을 갖는 쌍방성 액정성을 보였다.

• Advances in concrete construction
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• 제11권3호
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• pp.219-229
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• 2021

In recent years, geopolymer cements, have gained significant attention as an environmental-friendly type of cement. In this experimental research, effects of different alkaline activator solutions and variations of associated parameters, including time of addition, concentration, and weight ratio, on the mechanical strengths of Granulated Ground Blast Furnace Slag (GGBFS)-based Geopolymer Concrete (GPC) were investigated. Investigation of the effects of simultaneous usage of KOH and NaOH solutions on the tensile and flexural strengths of GGBFS-based GPC, and the influence of NaOH solution addition time delay on the mechanical strengths is among the novel aspects investigated in this research. four series of mix designs and corresponding specimen testing is conducted to study different parameters of the active alkali solutions on GPC mechanical strengths. The results showed that addition of NaOH to the mix after 3 min of mixing KOH and Na2SiO3 with dry components (1/3 of the total mixing duration) resulted in the highest compressive, tensile and flexural strengths amongst other cases. Moreover, increasing the KOH concentration up to 12 M resulted in the highest compressive strength, while weight ratio of 1.5 for Na2SiO3/KOH was the optimum value to achieve highest compressive strengths.

• Steel and Composite Structures
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• 제50권4호
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• pp.443-458
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• 2024

The construction industry, one of the biggest producers of greenhouse emissions, is under a lot of pressure as a result of growing worries about how climate change may affect local communities. Geopolymer concrete (GPC) has emerged as a feasible choice for construction materials as a result of the environmental issues connected to the manufacture of cement. The findings of this study contribute to the development of machine learning methods for estimating the properties of eco-friendly concrete, which might be used in lieu of traditional concrete to reduce CO₂ emissions in the building industry. In the present work, the compressive strength (f_c) of GPC is calculated using random forests regression (RFR) methodology where natural zeolite (NZ) and silica fume (SF) replace ground granulated blast-furnace slag (GGBFS). From the literature, a thorough set of experimental experiments on GPC samples were compiled, totaling 254 data rows. The considered RFR integrated with artificial hummingbird optimization (AHA), black widow optimization algorithm (BWOA), and chimp optimization algorithm (ChOA), abbreviated as ARFR, BRFR, and CRFR. The outcomes obtained for RFR models demonstrated satisfactory performance across all evaluation metrics in the prediction procedure. For R² metric, the CRFR model gained 0.9988 and 0.9981 in the train and test data set higher than those for BRFR (0.9982 and 0.9969), followed by ARFR (0.9971 and 0.9956). Some other error and distribution metrics depicted a roughly 50% improvement for CRFR respect to ARFR.

• 폴리머
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• 제36권6호
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• pp.693-698
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• 2012

본 연구에서는 높은 분자량의 polylactide(PLA)를 중합하기 위하여 aluminum isopropyl oxide($Al(O-i-Pr)_3$)를 아민기로 표면 기능화된 실리카에 담지하고 이를 촉매로 이용하여 생성된 PLA의 중합특성을 확인하였다. 담지촉매는 먼저 실리카 표면을 아민기를 갖는 실란화합물로 기능화한 후 $Al(O-i-Pr)_3$을 in-situ 합성하였다. 기능기에 담지된 $Al(O-i-Pr)_3$는 MAO(methyl aluminoxane) 존재하에 중합활성을 보였다. $115^{\circ}C$에서는 표면 기능화된 아민기양이 증가할수록 전환율과 분자량이 증가하였고, $130^{\circ}C$에서는 표면 기능화된 아민기양이 증가할수록 전환율은 감소하였으나 분자량은 크게 증가하여 표면 기능화된 아민기양이 3.0 mmol일 경우 44000 g/mol로 가장 높은 분자량을 얻었다. GPC curve를 통해 $115^{\circ}C$ 중합온도에서는 분자량 분포곡선이 bimodal 형태에서 저분자량 부분이 크게 증가하여 shoulder 형태로 변화하였으며 $130^{\circ}C$에서는 GPC 단일피크를 보였다. 균일계 $Al(O-i-Pr)_3$ 촉매보다 아민기로 표면 기능화된 실리카에 담지된 $Al(O-i-Pr)_3$ 촉매가 더 높은 활성과 고분자량의 PLA를 합성할 수 있었다.

• 자원환경지질
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• 제56권5호
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• pp.581-588
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• 2023

본 연구에서는 2021년 WP21 탐사를 통해 수집한 마리아나 해구 주변 해양퇴적물(WP21GPC04)에 대한 깊이 별 원소 분포 및 광물 구성에 대한 분석을 수행하였다. 마이크로 X선 형광법(μ-XRF)을 통해 분석된 WP21GPC04 해양 퇴적물의 평균 화학조성은 깊이에 따른 특징적인 변화 없이 평균 SiO₂ 53.91 wt%, FeO 4.48 wt%, Al₂O₃ 16.56 wt%, MgO 2.56 wt%, CaO 4.79 wt%, Na₂O 3.52 wt%, K₂O 5.48 wt%를 보이며, 이를 Mariana pelagic clay와 평균 해양 퇴적물의 원소 분포인 GLOSS (global subducting sediment)의 성분과 비교하였다. 방사광 X선 회절법(Synchrotron-XRD)을 이용하여 분석된 광물 구성은 깊이에 따라 다소 차이가 있음을 확인하였다. 석영, 운모, 사장석은 모든 깊이에서 확인된 반면 녹니석은 상대적으로 얕은 깊이에서만 확인되었고, 제올라이트 계열인 필립사이트와 휼란다이트는 퇴적 깊이에 따라 점진적인 함량의 변화를 보였다. 이는 해양 퇴적물의 퇴적 시기에 따른 환경에 변화가 있었거나 유사한 상 안정성에 의한 공생관계로 해석될 수 있다. 본 연구 결과는 서태평양 마리아나 해구 주변의 퇴적 환경 변화와 섭입하는 해양 퇴적물의 상 분포 및 거동에 따른 섭입대 특성 연구에 대한 기초 자료를 제공할 것이다.

• 한국막학회:학술대회논문집
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• 한국막학회 2002년도 추계 총회 및 학술발표회
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• pp.131-134
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• 2002

• 제어로봇시스템학회논문지
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• 제3권2호
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• pp.197-203
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• 1997

In this paper, we present a GP-PID(Generalized Predictive PID) controller which has the same structure as a generalized predictive control with steady-state weighting. The proposed controller can perform better than the conventional PID controller because it includes intrinsic delay-time compensator. The PID tuning parameters and delay-time compensator are calculated by equating the two degree of freedom PID to a linear form of GPC. The proposed controller is combined with a supervisor for safe start and self-tuning. GP-PID controller has been tested for various numerical models and an experimental stirred tank heater. As a result, it was observed that the proposed controller shows a satisfactory performance for variable delay as well as stochastic disturbance.

• 제어로봇시스템학회:학술대회논문집
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• 제어로봇시스템학회 2004년도 ICCAS
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• pp.1838-1842
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• 2004

Gain and phase margins of a first order plus delayed time (FOPDT) process controlled by generalized predictive controller (GPC) are related to the control parameters ${\lambda}$ (control move suppression parameter) and ${\alpha}$ (smoothing filter coefficient) and the normalized delay of the process. Variation ranges of gain and phase margins are determined. It is shown that the margins cannot be assigned independently for a wide range of variation and the range is narrowing by increase of the normalized delay of the process. And finally curves are given to use for adjustment of the controller parameters in order to obtain a specific pair of gain and phase margins.

• Computers and Concrete
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• 제19권6호
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• pp.737-744
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• 2017

Geopolymer Concrete is typically proportioned with activator solution leading to moderately high material cost. Such cost can be enduring in high value added applications especially when cost savings can be recognized in terms of reduction in size of the members. Proper material selection and mix proportioning can diminish the material cost. In the present investigation, a total of 27 mixes were arrived considering the mix parameters as liquid-binder ratio, slag content and sodium hydroxide concentration to study the mechanical properties of geopolymer concrete (GPC) mixes such as compressive strength, split tensile strength and flexural strength. The derived statistical Response Surface Methodology is beleaguered to develop cost effective GPC mixes. The estimated responses are not likely to contrast in linear mode with selected variables; a plan was selected to enable the model of any response in a quadratic manner. The results reveals that a fair correlation between the experimental and the predicted strengths.

• Computers and Concrete
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• 제21권2호
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• pp.157-166
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• 2018

This article presents the flexural behaviour of reinforced fly ash (FA)-based geopolymer concrete (GPC) beams with partial replacement of FA for about 10% by weight with paper sludge ash (PSA). The beams were made of M35 grade concrete and cured under three curing conditions for comparison viz., ambient curing, external exposure curing, and oven curing at $60^{\circ}C$. The beams were experimentally tested at the 28th day of casting after curing by conducting two-point loading flexural test. Performance aspects such as load carrying capacity, first crack load, load-deflection and moment-curvature behaviours of both types of beams were experimentally studied and their results were compared under different curing conditions. To verify the response of reinforced GPC beams numerically, an ANSYS 13.0 finite element program was also used. The result shows that there is a good agreement between computer model failure behaviour with the experimental failure behaviour.