• Title/Summary/Keyword: data binder

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Prediction of compressive strength of GGBS based concrete using RVM

  • Prasanna, P.K.;Ramachandra Murthy, A.;Srinivasu, K.
    • Structural Engineering and Mechanics
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    • v.68 no.6
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    • pp.691-700
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    • 2018
  • Ground granulated blast furnace slag (GGBS) is a by product obtained from iron and steel industries, useful in the design and development of high quality cement paste/mortar and concrete. This paper investigates the applicability of relevance vector machine (RVM) based regression model to predict the compressive strength of various GGBS based concrete mixes. Compressive strength data for various GGBS based concrete mixes has been obtained by considering the effect of water binder ratio and steel fibres. RVM is a machine learning technique which employs Bayesian inference to obtain parsimonious solutions for regression and classification. The RVM is an extension of support vector machine which couples probabilistic classification and regression. RVM is established based on a Bayesian formulation of a linear model with an appropriate prior that results in a sparse representation. Compressive strength model has been developed by using MATLAB software for training and prediction. About 70% of the data has been used for development of RVM model and 30% of the data is used for validation. The predicted compressive strength for GGBS based concrete mixes is found to be in very good agreement with those of the corresponding experimental observations.

Micromechanics-based evaluation of diffusivity and permeability of concrete containing silica fume (실리카퓸 혼입 콘크리트의 확산계수 및 투수계수의 미시학적 추정)

  • 장종철;송하원;변근주
    • Proceedings of the Korea Concrete Institute Conference
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    • 2002.10a
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    • pp.531-536
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    • 2002
  • Silica fume influences concrete diffusivity and permeability as well as strength by densifying the microstructure of the interfacial transition zone (ITZ) of high strength concrete, by reducing the capillary porosity of cement paste and by producing less diffusible and permeable pozzolanic CSH gel than CSH gel of conventional cement hydration. This paper presents a procedure to predict the chloride ion diffusivity and water permeability of the high strength concrete containing silica fume. Water binder ratio, silica fume addition, degree of hydration and volume fraction of aggregates are considered as the major factors influencing concrete diffusivity and permeability in the procedure. Analytical results using the procedure are shown and verified with other data.

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A Use of Extended Use Cases and Hierarchical State-Based Testing Methods for the Testing of Object-Oriented Information Systems (객체지향 정보시스템의 테스팅을 위한 확장된 유스케이스의 사용과 계층적 상태 기반 테스팅 방법)

  • 박광호
    • The Journal of Information Technology and Database
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    • v.6 no.2
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    • pp.29-43
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    • 1999
  • Object-oriented development methodologies require consistent and seamless object-oriented paradigm to be applied from analysis to testing. Testing must focuses on the state of aggregated objects. This paper suggests testing methods that satisfy such requirements. In order to confirm appropriate implementation of the user requirements, the methods apply extended use case[Jacobson et al., 1992] that are prepared form analysis stage. Testing must be performed based on the use cases because the user requirements are formally documented in the use cases. The notations of the original use case are modified for the state-based testings. The testing methods consist of a unit testing and four-level of integration testing. Particularly, the level 0 testing is based on FREE state machine [Binder, 1995, 1996]. The testing methods have been applied to 3 projects and proved their practicability.

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Manufacture of Thin Polymer Matrix for PAFC (인산형 연료전지용 고분자 박막 매트릭스 제조)

  • 심재철;은영찬;신동열;이주성
    • Journal of the Korean institute of surface engineering
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    • v.29 no.4
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    • pp.229-237
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    • 1996
  • Porous matrices for PAFC were prepared with chemically synthesized polyaniline powders. Phosphoric acid doped polyaniline showed decreasing electric conductivities as the temperature increased. Above $100^{\circ}C$, it showed negligible conductivities. It was stable in phosphoric acid up to $250^{\circ}C$. SiC powders or SiC whiskers were added to polyaniline to decrease the thermal expansion of polyaniline. 10% of polytetrafluoroethylene(PTFE) was also added as a binder. The bubble pressures and wettabilities of matrices were investigated and compared with the porosities measured by porosimeter. Based on these data, the optimum manufacturing condition was determined. The bubble pressure of the matrix made by adding 25w/o SiC whiskers was 345mmHg, the wettability was 235w/o, and the porosity was 83%. In the unit cell operation, the performances of polyaniline matrices were as good as those of SiC matrices. This result suggested that polyaniline can be a possible candidate for the matrix material of PAFC.

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A Study of Concrete with Large Quantity of Fly-Ash (플라이애쉬 다량 함유 콘크리트에 관한 실험적 연구)

  • 이동하;공민호;백민수;김성식;이영도;정상진
    • Proceedings of the Korea Concrete Institute Conference
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    • 2001.11a
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    • pp.1219-1224
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    • 2001
  • In this study, concrete what plenty of fly ash used as binder is left in three condition humid condition($35^{\circ}C$), normal condition($20^{\circ}C$) and cold condition($5^{\circ}C$). Fly ash concrete is tested in fresh properties and early strength. The result of tests could give the decisive factor of form side's stripping time. The purpose of this study is presenting the stripping time data to help the construction work. The result of this study is below. 1. The plain concrete specimen in humid condition developed high strength before 5 days, then strength development is declined. 10 day strength of plain specimen is smaller than the normal condition specimen's. 2. The strength of the concrete which plenty of fly ash used is more developed than the concrete in normal condition. It says that fly ash concrete is useful in the humid condition. 3. As fly ash substitution rate is downsizing and outdoor temperature degree is low, form stripping times is getting shorter.

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Strength Property of Municipal Wasts Ash Hardening using Fly-Ash and Paper Sludge Ash (플라이 애시 및 제지슬러지 애시를 혼입한 도시 쓰레기 소각재 경화체의 강도적 특성)

  • 김재신;고대형;문경주;소양섭
    • Proceedings of the Korea Concrete Institute Conference
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    • 2000.10a
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    • pp.333-338
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    • 2000
  • The purpose of this study is to evaluate the compressive strength properties of municipal waste ash hardening using the unrefined fly-ash and paper sludge ash and to offer basic data to someone for recycling municipal waste ash. Unrefined fly-ash and paper sludge ash are used with admixture. MWA are tested that grading, specific gravity and pH value and observed microsructure of particle with SEM. The compressive strengths of MWA hardening which is mixed with regular ratio according to each admixture are measured. In the results of test, fly-ash is very effective for reducing content of cement by 50% in the recycling of MWA. But proper content mixed paper sludge ash is recommend by about 20% in binder.

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A Study on the Investigation of Performance for Evaluation Method of Unit Water Content of Fresh Concrete (굳지 않은 콘크리트 단위수량 추정기법의 성능 검토에 관한 연구)

  • Kim, Yong-Ro;Choi, Il-Ho;Jung, Yang-Hee;Kim, Hyo-Rak;Lee, Do-Bum
    • Proceedings of the Korea Concrete Institute Conference
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    • 2005.11a
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    • pp.367-370
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    • 2005
  • In this study, air meter method and capacitance measurement method to apply economically at quality control of ready-mixed concrete among various unit water content measurement technique was selected. Then, it was evaluated estimating performance of unit water content according to the change of water-binder ratio and unit water content. Also, it was examined influence about error occurrence of unit water content by change of properties of used materials. Finally, based on this study, it was proposed fundamental data to utilize measurement technique of unit water content to quality control. of ready-mixed concrete in construction field.

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The Relationships between Parents' Attitudes toward Emergent Literacy and Home Literacy Practices with Toddlers and Preschoolers (걸음마기 및 유아기 부모들의 발생적 문식성에 대한 태도와 가정에서의 활동과의 관계에 관한 연구)

  • 권희경;송진숙
    • Journal of the Korean Home Economics Association
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    • v.38 no.6
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    • pp.1-13
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    • 2000
  • The purpose of the study was to investigate the relationships between parents'attitudes toward emergent literacy and home literacy practices with toddlers and preschoolers. The researcher developed the instrument based on a literature review and on other researchers'(Fitzgerald, Spiegel, & Cunningham, 1991; DeBaryshe & Binder, 1994) questionnaires for parents of toddlers and preschoolers. The researcher did a pilot study to examine the appropriateness of the questionnaires with 68 parents. A total of 274 parents who sent their children to daycare centers participated in this study in central Pennsylvania. To analyze the data for this study, The researcher employed Frequency, Mean, Standard Deviation, Pearson's correlations, Multiple Regression Analysis. Demographic characteristics and parents'attitudes toward emergent literacy which consisted with writing and reading attitudes of literacy were related to home literacy practices for toddlers and preschoolers.. Writing attitudes and verbal participation in reading were the most predicting variables in home literacy practices. The results of this study addressed the importance of the role of belief systems in literacy teaming between parents and children.

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Effect of Carbonation Threshold Depth on the Initiation Time of Corrosion at the Concrete Durability Design (콘크리트의 내구성 설계시 탄산화 임계깊이가 철근부식 개시시기에 미치는 영향에 관한 연구)

  • Yang, Jae-Won;Lee, Sang-Hyun;Song, Hun;Lee, Han-Seung
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2010.05a
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    • pp.229-230
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    • 2010
  • The Carbonation, one of the main deterioration factors of concrete, reduces capacity of members with providing rebar corrosion environment. Consequently it suggested standards of all countries of world, carbonation depth prediction equation of respective researchers and time to rebar corrosion initiation. As a result of carbonation depth prediction equation calculation, difference of time to rebar corrosion initiation is 149 years and difference of carbonation depth prediction equation is 162 years when water cement ratio is 50%. So a study on rebar corrosion with carbonation depth will need existing reliable data and verifications by experiment.

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Flexural Rigidity of MMA-Modified Fiberglass Reinforced Plastic Composite Pipe (MMA 개질 강화 플라스틱 복합관의 휨강성)

  • 연규석;최종윤;백종만;권택정;정중호
    • Proceedings of the Korea Concrete Institute Conference
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    • 2003.11a
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    • pp.429-432
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    • 2003
  • MMA-modified fiberglass-reinforced plastic composite pipe was produced by using the binder of MMA-modified unsaturated polyester resin in which low viscosity MMA was added to unsaturated polyester resin. Sixteen specimens were made of polymer mortar and fiberglass-reinforced plastic by the centrifugal method. For these specimens the external strength tests were carried out by taking the core thickness consisting of polymer mortar and the fiberglass content per unit area as experimental variables to figure out the effect of variations of these variables influencing on flexural rigidity that is an important property for the composite pipe. Results of this study are believed to provide the basic data for more economical and practical design of MMA-modified fiberglass-reinforced plastic composite pipe.

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