• 제목/요약/키워드: Unit Volume

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On Assessing Inter-observer Agreement Independent of Variables' Measuring Units

  • Um, Yong-Hwan
    • Journal of the Korean Data and Information Science Society
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    • 제17권2호
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    • pp.529-536
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    • 2006
  • Investigators use either Euclidean distance or volume of a simplex defined composed of data points as agreement index to measure chance-corrected agreement among observers for multivariate interval data. The agreement coefficient proposed by Um(2004) is based on a volume of a simplex and does not depend on the variables' measuring units. We consider a comparison of Um(2004)'s agreement coefficient with others based on two unit-free distance measures, Pearson distance and Mahalanobis distance. Comparison among them is made using hypothetical data set.

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INVARIANT MEAN VALUE PROPERTY AND 𝓜-HARMONICITY ON THE HALF-SPACE

  • Choe, Boo Rim;Nam, Kyesook
    • 대한수학회보
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    • 제58권3호
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    • pp.559-572
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    • 2021
  • It is well known that every invariant harmonic function on the unit ball of the multi-dimensional complex space has the volume version of the invariant mean value property. In 1993 Ahern, Flores and Rudin first observed that the validity of the converse depends on the dimension of the underlying complex space. Later Lie and Shi obtained the analogues on the unit ball of multi-dimensional real space. In this paper we obtain the half-space analogues of the results of Liu and Shi.

연속섬유가 보강된 3상 복합재료의 종방향 전단계수 해석 (Effective Longitudinal Shear Modulus of Continuous Fiber-Reinforced 3-Phase Composites)

  • 정태헌;이동주
    • 대한기계학회논문집A
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    • 제20권9호
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    • pp.2782-2791
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    • 1996
  • The effective longitudinal shear modulus(LSM) of continuous composites is studied theoretically and numerically using 3-phase unit cell model. Circular, hexagonal and rectangular shapes of reinforced fiber are considered to predict the shear modulus as a function of elastic modulus of each phase and volume fraction of interphase and reinforced fiber. It is found that rectangular fiber shape in low fiber volume fraction($v_f$<30%) and circular fiber shape in high volume fraction($v_f$>40%) shows the higher longitudinal shear modulus. Also the obtained values of LSM for rectangular array and by numerical analysis are higher than those of hexagonal array and by theoretical analysis respectively. The reinforcing effects of interphase are more significant in cases of higher fiber volume fraction and circular fiber shape. Not only the spatial distribution and shape of reinforcing fiber but also the volume of interphase have a pronounced effects on the overall LSM. It is also found that the tangent moduous of 2-and 3-phase polymer matrix composites is insensitive to the shape and distribution of reinforcing fibers.

기반암에서 그라우팅에 의한 차수효과 (The Impermeable Effect for Bedrock Constructed by Grouting)

  • 여규권
    • 한국지반환경공학회 논문집
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    • 제10권2호
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    • pp.51-59
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    • 2009
  • 본 연구는 댐 4개소의 기초지반에 실시된 암반 그라우팅에 대한 현장 시험결과를 통하여 RQD, 단위시멘트주입량, Lugeon값(Lu) 및 최대주입압력과의 상관관계를 비교 분석하였다. 본 연구현장에 대하여 댐 기초지반에서 암반 그라우팅을 실시한 후 차수성에 관한 개량효과 분석결과 변성암지역이 퇴적암지역 보다 우수한 것으로 조사되었다. 그리고 압밀(Consolidation) 그라우팅의 차수효과가 차수(Curtain) 그라우팅 보다 우수한 것으로 나타났다. 단위시멘트주입량은 RQD가 클수록 증가하는 경향을 보이나, Lugeon값은 RQD와 무관한 관계를 나타내고 있다. Lugeon값과 단위시멘트주입량(Vc)의 관계는 서로 비례하고 비교적 투수성이 큰 퇴적암 지역에서의 상관관계가 Lu = 0.22Vc인 직접적인 비례관계를 보였다. 기 시공된 인접공의 영향은 차수 그라우팅 보다 압밀 그라우팅이 큰 것으로 조사되었다. 그리고 주입순서에 따른 단위시멘트주입량과 Lugeon값의 변화는 거의 동일한 거동을 나타내고 있다.

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Investigation of Fiber Distribution in Concrete Batches Discharged from Ready-Mix Truck

  • Sorensen, Christian;Berge, Egil;Nikolaisen, Eirik B.
    • International Journal of Concrete Structures and Materials
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    • 제8권4호
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    • pp.279-287
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    • 2014
  • This paper presents the findings of an investigation of the fiber content variations in concrete being discharged from a ready-mix truck at the construction site. Concrete samples were extracted from the truck drums at the beginning, middle and end of discharge. Subsequently, fibers in each sample were separated from the concrete, and weighed. Presumably, synthetic macro fibers will float towards the top, i.e. towards the drum opening, of the inclined, revolving truck-drum, while, on the other hand, steel fibers will tend to gravitate towards the lower parts of the mixer drum. Accordingly, the discharge batch, containing synthetic macro fibers, will contain a higher amount of synthetic fibers per unit volume at the start of discharge than the average unit volume fiber content of the mix, and the content will gradually decrease further down the batch. The discharge batch of steel fiber concrete will contain fewer fibers per unit volume at the start of discharge than the average unit volume fiber content of the mix, and the content should gradually increase further down the batch. The correctness of the foregoing is partly confirmed. A certain percentage of the truck loads did not comply with the proposed requirements, mainly steel fiber reinforced batches, indicating the necessity of a code or guideline amendment. A change in the Norwegian shotcrete directive was made in 2011, based upon experimental research work (2010), which, in combination with the subsequent University of Life Sciences report (2012), constitutes the foundation of this article.

초등학교 과학 교과서에서 사용되는 단위에 대한 아동들의 이해도 (Children서s Understanding on Scientific Units in Elementary School Science Textbooks)

  • 김성규;서승조;조태호;백남권;박강은;공정선
    • 한국초등과학교육학회지:초등과학교육
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    • 제21권2호
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    • pp.201-212
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    • 2002
  • This paper aims to find out how did elementary students understand scientific units in science textbooks. The subjects were 191 students of the 6th grade from 7 elementary schools in 3 different areas, consisting of 70 from 4 village schools of, 64 from 2 town schools of Gyeongnam province, and 57 from one city school in Ulsan Metro City. A test was developed based on the analysis of scientific units in the science textbooks and teacher's manuals constructed according to the 6th and 7th National Science Curriculum. The understanding of elementary students' on the scientific units(Temperature, Length, Weight, Volume, Speed, Plane Angle) were surveyed. The result are as follows: Regarding the temperature unit, the students generally well understand why to measure and how to read temperature, but had some problem in recording it, in confusion with the plane angle sign. As for the length unit, they obtained high scores in understanding the purpose of measuring length as well as recording and reading it. Which indicates that they are well aware of and use the unit appropriately. With respect to the weight unit, they got high scores in reading and recording weight, which means most students have no problem using the unit. However, it was found that they do not understand why to use the plate balance scale. The volume unit was one in which the students got relatively lower scores. They do not perceive the object of using a scale cylinder and confuse it with a device of length measurement. The unit of speed is the most difficult one for children's of science to understand, presumably, because it is an derived unit from two basic units. It is also assumed that the students got the highest score in the plane angle unit because they studied the unit immediately before the test. From the children's understanding of science units above the teacher's understanding and teaching methods presumed to play a major role for children to understand and use the science units properly.

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Expansion ratio estimation of expandable foam grout using unit weight

  • WooJin Han;Jong-Sub Lee;Thomas H.-K. Kang;Jongchan Kim
    • Computers and Concrete
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    • 제33권4호
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    • pp.471-479
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    • 2024
  • In urban areas, appropriate backfilling design is necessary to prevent surface subsidence and subsurface cavities after excavation. Expandable foam grout (EFG), a mixture of cement, water, and an admixture, can be used for cavity filling because of its high flowability and volume expansion. EFG volume expansion induces a porous structure that can be quantified by the entrapped air content. This study observed the unit weight variations in the EFG before and after expansion depending on the various admixture-cement and water-cement ratios. Subsequently, the air content before and after expansion and the gravimetric expansion ratios were estimated from the measured unit weights. The air content before expansion linearly increased with an increase in the admixture-cement ratio, resulting in a decrease in the unit weight. The air content after the expansion and the expansion ratio increased nonlinearly, and the curves stabilized at a relatively high admixture-cement ratio. In particular, a reduced water-cement ratio limits the air content generation and expansion ratio, primarily because of the short setting time, even at a high admixture-cement ratio. Based on the results, the relationship between the maximum expansion ratio of EFG and the mixture ingredients (water-cement and admixture-cement ratios) was introduced.

가변 풍량 유닛에 대한 적분기를 가진 상태 궤환 제어에 관한 연구 (A Study on the State feedback with Integral Control for a Variable Air Volume Unit)

  • 박세화
    • 한국산학기술학회논문지
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    • 제1권2호
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    • pp.9-14
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    • 2000
  • 건물의 에너지 효율과 절약을 위해 최근 주목을 많이 받고 있는 가변 풍량 유닛(VAV)에 대해 실제적인 적용을 위한 적분기를 가진 상태 궤환 제어기를 연구한다. 디지털 제어기에 적합하도록 제어기를 개발하게 되며, 디지털 제어기는 결과적으로 대상으로 하는 실내 공간의 온도와 급기 유량으로부터 VAV 유닛 댐퍼의 개도를 조절한다. 설정 온도의 변화와 외부 온도의 변화등의 조건에 대해 모의 실험이 수행되었으며, 단순화된 대상 실내 공간과 댐퍼 구동기의 모델링이 고려되어 제어기의 이득 파라미터와 시스템의 동특성과의 관계를 고찰한다.

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화학혼화제의 성분함유율 변화에 따른 콘크리트의 특성분석 (Analysis of concrete characteristic depending on chemical admixtures changing component content ratio)

  • 류현기
    • 한국건축시공학회지
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    • 제9권2호
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    • pp.85-91
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    • 2009
  • W/C and unit volume, which significantly affect quality of concrete related to strength and durability, are regulated at below $185kg/m^3$ for regular concrete generally used in standard specification for constructions. The aim of this research is to develop chemical admixture and find out its potential use by identifying characteristics of admixtures added to soft concrete and hardening concrete, of which content ratio of component for each type of admixtures is subject to change in accordance with unit volume within KS' allowable range. Sodium gluconate, polyoxyethylene nonylphenyl ether, poly carboxylic copolymer in slump, which is characteristic of soft concrete, are deemed highly sensitive while there is no air entrainment except for $10\sim70%$ in WE, WR component content ratio and NP. In hardening concrete, strength in general showed higher action in compressive strength and tensile strength than in plain strength. Use of proper AE agent and AE water reducing agent at the same time is deemed to be used as chemical admixtures capable of manufacturing high-quality, high-quantity concrete.

Effect of Powder and Aggregates on Compactability of High Performance Concrete

  • Lee, Seung-Han;Han, Hyung-sub
    • KCI Concrete Journal
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    • 제11권3호
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    • pp.19-28
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    • 1999
  • This study treated self-compacting high Performance concrete as two Phase materials of Paste and aggregates and examined the effect of powder and aggregates on self-compacting high performance, since fluidity and segregation resistance of fresh concrete are changed mainly by paste. To improve the fluidity and self-compactibility of concrete, optimum powder ratio of self-compacting high performance concrete using fly ash and blast-furnace slag as powders were calculated. This study was also designed to provide basic materials for suitable design of mix proportion by evaluating fluidity and compactibility by various volume ratios of fine aggregates, paste, and aggregates. As a result, the more fly ash was replaced, the more confined water ratio was reduced because of higher fluidity. The smallest confined water ratio was determined when 15% blast-furnace slag was replaced. The lowest confined water ratio was acquired when 20% fly ash and 15% blast-furnace slag were replaced together. The optimum fine aggregates ratio with the best compactibility was the fine aggregate ratio with the lowest percentage of void in mixing coarse aggregate and fine aggregate In mixing the high performance concrete. Self-compacting high performance concrete with desirable compactibility required more than minimum of unit volume weight. If the unit volume weight used was less than the minimum, concrete had seriously reduced compactibility.

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