• Title/Summary/Keyword: paste materials

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Studies on Traditional Buddhist Temple Food 1. Kimchi in Buddhist Temple (한국 전통사찰 음식에 관한 고찰 - 제1보 사찰김치)

  • 류시승
    • The Korean Journal of Food And Nutrition
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    • v.9 no.4
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    • pp.516-520
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    • 1996
  • This research is based on the literature and field study of buddhist the kinds; of temple kimchi and of the way how it is made. It has been spread by word of mouth to be 50 kinds of kimchi. But, according to this study. 24 kinds of kimchi or so are found to be present. The kinds of buddhist temple kimchi differ according to each area, Its condition of climate and materials mainly produced in that area. The distinctive features of buddhist temple kimchi are to use kamcho, soysauce and soybean paste instead of sugar and salted fishes. At conclusion the further study is necessary to preserve and inherit the remaining kinds of kimchi.

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A homogenization approach for uncertainty quantification of deflection in reinforced concrete beams considering microstructural variability

  • Kim, Jung J.;Fan, Tai;Reda Taha, Mahmoud M.
    • Structural Engineering and Mechanics
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    • v.38 no.4
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    • pp.503-516
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    • 2011
  • Uncertainty in concrete properties, including concrete modulus of elasticity and modulus of rupture, are predicted by developing a microstructural homogenization model. The homogenization model is developed by analyzing a concrete representative volume element (RVE) using the finite element (FE) method. The concrete RVE considers concrete as a three phase composite material including: cement paste, aggregate and interfacial transition zone (ITZ). The homogenization model allows for considering two sources of variability in concrete, randomly dispersed aggregates in the concrete matrix and uncertain mechanical properties of composite phases of concrete. Using the proposed homogenization technique, the uncertainty in concrete modulus of elasticity and modulus of rupture (described by numerical cumulative probability density function) are determined. Deflection uncertainty of reinforced concrete (RC) beams, propagated from uncertainties in concrete properties, is quantified using Monte Carlo (MC) simulation. Cracked plane frame analysis is used to account for tension stiffening in concrete. Concrete homogenization enables a unique opportunity to bridge the gap between concrete materials and structural modeling, which is necessary for realistic serviceability prediction.

Characteristics of Volatile Organic Compounds Emitted in Building Materials and Their Predictions of Time-dependent Variation

  • Pang, Seung Ki;Sohn, Jang Yeul;Lee, Kwang Ho
    • Architectural research
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    • v.7 no.1
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    • pp.19-26
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    • 2005
  • Unlike other countries, Korea uses various kinds of wall-paper as finishing material. Conventional wall-paper consists of paper and vinyl, and petrochemical ink is used for the decoration of the surface. Adhesive is used to paste the wall with the wall-paper, which emit substantial amounts of VOCs and formaldehyde. In this study, VOCs characteristics emitted from specimens made of concrete, mortar, gypsum board and wall-paper were investigated using small chamber method. Moreover, concentration and emission factor of BTEX(Benzene, Toluene, Ethylbenzene, m,p,o-Xylene) and TVOC were investigated, and concentration and emission factor decay were estimated. As a result of the prediction, both time-dependent concentration decay and cumulative concentration can be converted into the logarithmic scale. Furthermore, prediction equations were developed from the experimental results under accurately controlled experimental conditions. Therefore, there may be difference if the estimated equations are directly applied to real buildings. Further research should be done on the generalization of the developed prediction equations.

Fundamental Study on the Development of Mosaic Color Concrete Technology for Art Type (ART형 모자이크 칼라 콘크리트 기술 개발에 관한 기초적 연구)

  • Joo, Jae-Seok;Lee, Han-Seoung;Park, Ki-Bong
    • Proceedings of the Korea Concrete Institute Conference
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    • 2006.05b
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    • pp.457-460
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    • 2006
  • There are many kind of materials decorating outward of building such as paint, tile, brick, wood, stone and so on. But it has been pointed out some problems because of the industrial pollutions and wastes. Color concrete is a method of expressing out surface of exposed concrete. Generally, color concrete is manufactured by adding pigment to concrete. In this paper we used cement paste as a preparation step to apply to concrete. Pigment was added to white cement for easy observance of color difference. And color change was measured by color reader. Finally, we can predict color difference according to amount of pigment. Also, we investigate the color concrete technology for Art type using developed color concrete.

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Fundamental Study on the Strength and Durability of Ultra-high Strength Concrete (초고강도 콘크리트의 강도 및 내구특성에 대한 기초적 연구)

  • Kang Seong Mook;Choi Jae Jin;Yoo Jung Hoon;Choi Doo Sun
    • Proceedings of the Korea Concrete Institute Conference
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    • 2005.11a
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    • pp.395-398
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    • 2005
  • In recent years, the applications of high-strength concrete have increased, and high-strength concrete has now been used in many parts of the world. The growth has been possible as a. result of recent developments in material technology and a demand for higher-strength concrete in Korea. In this study, we have an object to produce the ultra-high strength concrete(Super-Con) of over 100MPa with low price materials. First, the binders for Super-Con should be selected by the tests; setting time of paste, flow value and strength of mortar. From the test results, the binders are blended with ordinary portland cement, pulverized portland cement and silica fume. Fundamentally the compressive strength, frost resistance and chloride resistance are investigated.

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Wear and Wear Transition Mechanisms During Sliding in Al2O3 (Al2O3에서 미끄럼시의 마모 및 마모천이 기구)

  • 조성재;김종집;한준희;문한규
    • Journal of the Korean Ceramic Society
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    • v.26 no.1
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    • pp.51-58
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    • 1989
  • Wear and wear transition mechanisms during sliding as a function of time in Al2O3 have been studied to understand the wear behaviour of brittle ceramic materials. Commercial Si3N4 ball was rotated against flat Al2O3 specimens which were hot pressed and polished using upto 1${\mu}{\textrm}{m}$ diamond paste. Paraffin oil was used as a lubricant. Experimental data show that wear of Al2O3 is separated into distinct two stages, i.e., initial stage of slow wear and final stage of rapid wear. Microstructural observations at worn surface show that wear occurs through grooving and grain pull-out in the initial and final stage respectively. TEM observations beneath the worn surfaces show that grain pull-out starts to occur by the propagation of grain boundary cracks induced by dislocation pile-up throughthe surface.

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Carbonation of Portland Cement Studied by Diffuse Reflection Fourier Transform Infrared Spectroscopy

  • Ylmen, Rikard;Jaglid, Ulf
    • International Journal of Concrete Structures and Materials
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    • v.7 no.2
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    • pp.119-125
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    • 2013
  • Carbonation is a natural ageing process for cement. This study focuses on how the carbonation rate varies with selected hydration times and atmospheric conditions during the early stages of reacting dried cement paste. Diffuse reflection Fourier transform infrared spectroscopy is shown to be a suitable technique to monitor the formation of carbonates in cement. Combined with a previously developed freeze drying technique, carbonation can be studied at specific hydration stages. In ambient air both calcium hydroxide and calcium silicate hydrate (C-S-H) in cement are carbonated. Increased hydration time enhances the carbon dioxide uptake, which indicates that the calcium in the hydration products reacts more easily than the calcium in the clinker phase. In a humid $CO_2$ atmosphere, the carbonation process is so pronounced that it decomposes C-S-H into calcium carbonate and silica. In a moist $N_2$ atmosphere no carbonation occurs, but the sulfate chemistry of the cement seems to be affected due to the formation of ettringite.

Effect of Pore-Characteristics of Concrete on the Diffusion Coefficient of Chloride Using the Accelerating Test Methods (콘크리트 중의 공극 특성에 따른 전위차 염소이온 확산계수)

  • 문한영;김홍삼;최두선;오세민
    • Proceedings of the Korea Concrete Institute Conference
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    • 2003.05a
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    • pp.711-714
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    • 2003
  • Factors causing deterioration of concrete structures under marine environment are various, especially penetration and diffusion of chloride ion, carbon dioxide, and water through pore effects on the durability of concrete as well as mechanical properties of concrete. Pore of porous materials like concrete can be classified as micro-, meso-, and macro-pore. And pore of cement matrix is classified as pore which occupied by water, air void, and ITZ between cement paste and aggregates. In this study, to verify the relationship between pore of cement matrix and the property of chloride ion diffusivity, the regression analysis is producted. From the result of regression analysis, the average pore diameter more than total pore volume effects on the diffusivity of chloride ion.

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Prediction of Concrete Pumping Using Various Rheological Models

  • Choi, Myoung Sung;Kim, Young Jin;Kim, Jin Keun
    • International Journal of Concrete Structures and Materials
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    • v.8 no.4
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    • pp.269-278
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    • 2014
  • When concrete is being transported through a pipe, the lubrication layer is formed at the interface between concrete and the pipe wall and is the major factor facilitating concrete pumping. A possible mechanism that illustrates to the formation of the layer is the shear-induced particle migration and determining the rheological parameters is a paramount factor to simulate the concrete flow in pipe. In this study, numerical simulations considering various rheological models in the shear-induced particle migration were conducted and compared with 170 m full-scale pumping tests. It was found that the multimodal viscosity model representing concrete as a three-phase suspension consisting of cement paste, sand and gravel can accurately simulate the lubrication layer. Moreover, considering the particle shape effects of concrete constituents with increased intrinsic viscosity can more exactly predict the pipe flow of pumped concrete.

Development of Thermal Properties on the Roof Waterproof with Insulation System using the Diffused Reflection Material (확산반사를 이용한 경질시트 옥상 단열방수공법의 열성능 개선에 관한 연구)

  • Koo, Jae-Oh
    • KIEAE Journal
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    • v.7 no.1
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    • pp.73-80
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    • 2007
  • This paper aims to develop the diffused reflection material in order to reduce the solar absorption coefficient, and to compare the thermal properties with the different roof structure system; one is using the diffused reflection material applied the upper side of the rigid sheet waterproof system and the other is using the conventional up-side down waterproof system on the roof. For this purpose two experimental test boxes were made of same iso-panel wall and floor with different roof system. The experiment was carried out under these process; measure the surface temperature exposed solar radiation of the variation of the reflection materials(cement paste, silica, galvanized steel and titanium dioxide(TiO2)), measure and analyze the variation of the temperature distribution of the each roof system and indoor air in order to evaluate the thermal properties according to the different roof system. The result shows clearly that using the titanium dioxide(TiO2) might be more effective to reduce the solar insolation.