• 제목/요약/키워드: data binder

검색결과 139건 처리시간 0.029초

치과용 스케일러 금형의 분말사출성형 CAE 해석설계 (CAE Analysis of Powder Injection Molding Process for Dental Scaler Mold)

  • 고영배;박형필;정성택;이병옥;황철진
    • 소성∙가공
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    • 제14권6호
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    • pp.570-576
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    • 2005
  • Powder Injection Molding(PIM) has recently been recognized as an advanced manufacturing technology for low-cost mass production of metal or ceramic parts of complicated geometry With this regards, design technology of dental scaler tip PIM mold, which has complex shape and small core pin (diameter=0.6mm), with the help of computer-aided analysis of powder injection molding process was developed. Computer-aided analysis for dental scaler tip mold was implemented by finite element method with non-Newtonian fluid, modified Cross model viscosity, PvT data of powder/binder mixture. Compter-aided analysis results, such as filling pattern, weldline formation, air vent position prediction were compared with experimental result, and eventually have been shown good agreement. The core pin (diameter=0.6mm) deflection analysis of dental scaler tip PIM mold during PIM filling process was also investigated before mold fabrication.

Prediction of compressive strength for HPC mixes containing different blends using ANN

  • Lingam, Allam;Karthikeyan, J.
    • Computers and Concrete
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    • 제13권5호
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    • pp.621-632
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    • 2014
  • This paper is aimed at adapting Artificial Neural Networks (ANN) to predict the compressive strength of High Performance Concrete (HPC) containing binary and quaternary blends. The investigations were done on 23 HPC mixes, and specimens were cast and tested after 7, 28 and 56 days curing. The obtained experimental datas of 7, 28 and 56 days are trained using ANN which consists of eight input parameters like cement, metakaolin, blast furnace slag and fly ash, fine aggregate, coarse aggregate, superplasticizer and water binder ratio. The corresponding output parameters are 7, 28 and 56 days compressive strengths. The predicted values obtained using ANN show a good correlation between the Experimental data. The performance of the 8-9-3-3 architecture was better than other architectures. It concluded that ANN tool is convenient and time saving for predicting compressive strength at different ages.

Use of uncertain numbers for appraising tensile strength of concrete

  • Tutmez, Bulent;Cengiz, A. Kemal;Sarici, Didem Eren
    • Structural Engineering and Mechanics
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    • 제46권4호
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    • pp.447-458
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    • 2013
  • Splitting tensile strength (STS) is a respectable mechanical property reflecting ability of the concrete. The STS of concrete is mainly related to compressive strength (CS), water/binder (W/B) ratio and concrete age. In this study, the assessment of STS is made by a novel uncertainty-oriented method which uses least square optimization and then predicts STS of concrete by uncertain (fuzzy) numbers. The approximation method addresses a novel integration of fuzzy set theory and multivariate statistics. The numerical examples showed that the method is applicable with relatively limited data. In addition, the prediction of uncertainty at various levels of possibility can be described. In conclusion, the uncertainty-oriented interval analysis can be suggested an effective tool for appraising the uncertainties in concrete technology.

결합재 종류 및 시멘트 분말도 변화에 따른 콘크리트의 강도 특성 (Compressive Strength Properties of Concrete According to Binder Types and Cement Fineness)

  • 박도영;박남용;김동우;신현섭;양현수;김남호
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2017년도 추계 학술논문 발표대회
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    • pp.5-6
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    • 2017
  • This study is to analyze the properties of concrete according to the types of binders and cement powder and to utilize them as fundamental data for the development of early strength concrete. In the case of fluidity, all of the formulations satisfied the 180±25mm, and the flowability of HSF was decreased by high fineness cement. For the air content, 4.5±1.5% of the total content was satisfied. Compressive strength of HSF was found to satisfy the 5MPa in 2days of aging. In case of 28 days of aging, the strength of HSF was more than 24MPa.

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Time dependent equations for the compressive strength of self-consolidating concrete through statistical optimization

  • Hossain, K.M.A.;Lachemi, M.
    • Computers and Concrete
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    • 제3권4호
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    • pp.249-260
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    • 2006
  • Self-consolidating concrete (SCC) in the fresh state is known for its excellent deformability, high resistance to segregation, and use, without applying vibration, in congested reinforced concrete structures characterized by difficult casting conditions. Such a concrete can be obtained by incorporating either mineral or chemical admixtures. This paper presents the results of an investigation to asses the applicability of Abram's law in predicting the compressive strength of SCC to any given age. Abram's law is based on the assumption that the strength of concrete with a specific type of aggregate at given age cured at a prescribed temperature depends primarily on the water-to-cement ratio (W/C). It is doubtful that such W/C law is applicable to concrete mixes with mineral or chemical admixtures as is the case for SCC where water to binder ratio (W/B) is used instead of W/C as the basis for mix design. Strength data of various types of SCC mixtures is collected from different sources to check the performance of Abram's law. An attempt has been made to generalize Abram's law by using various optimization methodologies on collected strength data of various SCC mixtures. A set of generalized equations is developed for the prediction of SCC strength at various ages. The performance of generalized equations is found better than original Abram's equations.

아스팔트포장 잔존수명 예측 사례 연구 (A Case Study for the Estimation of Remaining Lives of Asphalt Pavements)

  • 이정훈;이현종;박희문;김인태
    • 한국도로학회논문집
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    • 제10권2호
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    • pp.1-13
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    • 2008
  • 본 연구에서는 다양한 아스팔트포장의 공용수명을 예측하기 위한 포장상태 평가의 사례를 제시하였다. ARAN(Automatic Road Analyzer)을 이용하여 균열 및 소성변형 감과 감전 포장의 표면파손 현황에 대한 조사를 실시하고 HPCI(Highway Pavement Condition Index)를 산정하였다. 포장 파손현황을 분석한 결과 가장 빈번한 형태의 파손은 Top-down 균열로 나타났다. FWD(Falling Weight Deflectometer)로부터 측정한 처짐데이터를 사용하여 포장의 탄성계수를 역산정하여 실내에서 구한 동탄성계수와 비교하였다. 그 결과를 역학적-경험적 방법과 AASHTO 93 설계법에 적용하여 포장의 지지력을 평가하였으며, 지지력은 설계수명 동안 충분한 것으로 평가되었다. 현재 포장의 주된 파손은 표층부의 Top-down 균열이므로 포장상태 평가로 계산된 HPCI와 기존 공용성 자료에 근거하여 포장의 잔존수명을 예측하였다. 포장상태 평가와 함께 포장의 조기파손 원인분석을 위해 대상구간의 코어 시편을 채취하여 공극률, 입도, 아스팔트 함량, 피로저항성 등의 물성을 측정하였다. 바인더를 태워 아스팔트 함량을 측정하는 방법은 현장시료의 경우 부정확한 것으로 나타났다. 실내시험결과 조기 균열이 발생한 가장 큰 이유는 다짐부족과 골재의 입도 부정확 등 시공시의 품질관리가 미흡한 것이 주된 원인으로 나타났다.

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Predictive modeling of the compressive strength of bacteria-incorporated geopolymer concrete using a gene expression programming approach

  • Mansouri, Iman;Ostovari, Mobin;Awoyera, Paul O.;Hu, Jong Wan
    • Computers and Concrete
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    • 제27권4호
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    • pp.319-332
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    • 2021
  • The performance of gene expression programming (GEP) in predicting the compressive strength of bacteria-incorporated geopolymer concrete (GPC) was examined in this study. Ground-granulated blast-furnace slag (GGBS), new bacterial strains, fly ash (FA), silica fume (SF), metakaolin (MK), and manufactured sand were used as ingredients in the concrete mixture. For the geopolymer preparation, an 8 M sodium hydroxide (NaOH) solution was used, and the ambient curing temperature (28℃) was maintained for all mixtures. The ratio of sodium silicate (Na2SiO3) to NaOH was 2.33, and the ratio of alkaline liquid to binder was 0.35. Based on experimental data collected from the literature, an evolutionary-based algorithm (GEP) was proposed to develop new predictive models for estimating the compressive strength of GPC containing bacteria. Data were classified into training and testing sets to obtain a closed-form solution using GEP. Independent variables for the model were the constituent materials of GPC, such as FA, MK, SF, and Bacillus bacteria. A total of six GEP formulations were developed for predicting the compressive strength of bacteria-incorporated GPC obtained at 1, 3, 7, 28, 56, and 90 days of curing. 80% and 20% of the data were used for training and testing the models, respectively. R2 values in the range of 0.9747 and 0.9950 (including train and test dataset) were obtained for the concrete samples, which showed that GEP can be used to predict the compressive strength of GPC containing bacteria with minimal error. Moreover, the GEP models were in good agreement with the experimental datasets and were robust and reliable. The models developed could serve as a tool for concrete constructors using geopolymers within the framework of this research.

회화 복원용 교의 적용이 종이 특성에 미치는 영향 (Influence of Animal Glues Application for Painting Restoration on Paper Characteristics)

  • 박미선;김형진
    • 펄프종이기술
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    • 제47권4호
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    • pp.127-135
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    • 2015
  • Artists have been used animal glues for a long time as binding and sizing materials of paintings in many countries including Korea. Since animal glues as a binding material lose their own adhesive strength by aging, pigment particles or pigment layers are easily detached from painting surface. Restaurators prefer to use animal glues for consolidation of pigment particles or pigment layers because artists use animal glues as a binder for their painting works. It is widely known that animal glues have different characteristics such as viscosity, stability on water etc. But there are still a few requirements to consider their stabilities for the restoration of paintings. Therefore, this study was aimed to evaluate of stability and efficiency of animal glue applications. The efficiency of animal glue application was decreased with increasing the concentration of animal glue solution. This result means the simple tendency, but does not representative data for other animal glues made from same raw materials. In most cases, the surface and mechanical characteristics of animal glues are dependent on some factors, like viscosity and concentration of animal glue solution.

혼화재 종류 변화에 따른 저온조건하 콘크리트의 초기강도 발현 특성 (Strength Development of the Concrete at Early Age subjected to Low Temperature depending on Admixture Types)

  • 한민철
    • 한국건축시공학회지
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    • 제7권4호
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    • pp.145-151
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    • 2007
  • In this paper, tests are carried out in order to investigate the strength development of concrete under various binder types, W/B and curing temperature ranged from $5{\sim}20^{\circ}C$. Fly ash and blast furnace slag were incorporated by as much as 30%, respectively. Strength development of concrete are estimated using Logistic model and strength ratio of concrete at 28days to that at early age are also investigated. According to experimental results, it is found that good agreements are obtained between measured values and calculated ones using logistic model below $20^{\circ}C$. Strength ratio of concrete at 28days to that at early age increases in case W/B decreases and curing temperature increases. Tables and graphs for strength ratio of concrete are provided in this paper. It is capable of obtaining and predicting the periods to attain design strength by considering increment factor of strength easily with the table and graphs presented in this paper. This paper presents the reference data to decide removal time of form, time to reach target strength and strength inspection of remicon whether the test specimens meet the specified criteria of compressive strength. Multi regression models with respect to the relationship between 7days compressive strength and 28 days compressive strength depending on W/B and admixture types are presented.

Diffraction Behaviors of New Photopolymers Containing the Dendritic Molecule

  • Kim Go Woon;Jun Woong Gi;Lee Sang Kyu;Cho Min Ju;Jin Jung-Il;Choi Dong Hoon
    • Macromolecular Research
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    • 제13권6호
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    • pp.477-482
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    • 2005
  • Photopolymers are attractive materials for holographic 3-D data storage because of their high photosensitivity and large refractive index modulation. We synthesized the six-armed dendrimer for fabricating the new photopolymer. It was prepared using the initiating mixture of hexaarylbiimidazole (HABI), mercapto-benzoxazole (MOBZ), and 2,6-bis(4-diethylaminobenzylidene)cyclopentanone (DEAW), which is sensitive to 514 nm wavelength. The holographic gratings were fabricated successfully in these photopolymer samples by conventional optical interference method. We investigated the effect of dendrimer, either as a binder or as a plasticizer in the cellulose acetate butyrate (CAB), on the diffraction behavior. The addition of only 1 wt$\%$ of dendrimer-I into the CAB significantly increased the diffraction efficiency. The sample doped with dendrimer showed around 80-83$\%$ of the diffraction efficiency.