• Advances in concrete construction
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• 제10권1호
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• pp.81-92
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• 2020

Flexural and splitting strength behavior of conventional concrete can significantly be improved by incorporating the fibers in it. A significant number of research studies have been conducted on various types of fibers and their influence on the tensile capacity of concrete. However, as an important property, tensile capacity of fiber reinforced concrete (FRC) is not modelled properly. Therefore, this paper intends to formulate a model based on experiments that show the relationship between the fiber properties such as the aspect ratio (length/diameter), fiber content, compressive strength, flexural strength and splitting strength of FRC. For the purpose of modeling, various FRC mixes only with steel fiber are adopted from the existing research papers. Automated neural network search (ANS) is then developed and used to investigate the effect of input parameters such as fiber content, aspect ratio and compressive strength to the output parameters of flexural and splitting strength of FRC. It is found that the ANS model can be used to predict the flexural and splitting strength of FRC in a sensible precision.

• 콘크리트학회논문집
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• 제20권4호
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• pp.531-539
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• 2008

본 연구에서는 강섬유보강 고강도콘크리트의 휨강도와 휨인성을 평가하기 위하여 실험을 수행하였으며, 이러한 실험 결과와 기존 연구자들의 실험 결과를 추가하여 강섬유보강 고강도콘크리트의 휨거동 특성을 분석하였다. 고강도 강섬유 콘크리트의 휨거동 특성은 강도와 인성으로 평가할 수 있으며, 이러한 특성은 콘크리트의 압축강도, 강섬유 혼입률 및 형상비, 강섬유계수와 같은 요소에 의해 영향을 받는 것으로 파악되었다. 아울러 기존 연구자에 의해 제안된 휨강도 산정식의 유효성을 평가하였으며, 강섬유 콘크리트의 휨강도는 콘크리트의 압축강도, 강섬유 혼입률 및 형상비, 강섬유계수와 같은 구조변수의 영향을 모두 고려하여 평가하는 것이 합리적이라고 판단되었다. 최종적으로 본 연구에서는 강섬유 혼입에 따른 휨강도의 상승분과 주요 구조변수간의 상관관계를 분석함으로써 보다 합리적인 휨강도 산정식을 제시하였다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1998년도 봄 학술발표회 논문집(I)
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• pp.371-376
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• 1998

In this study, the size effect of concrete members subjected to the axial load and bending moment is investigated using a series of C-shaped specimens of which test procedure is similar to those of Hognestad, Hanson, and McHenry's. Main test variable is a size ratio of the specimens(1:1/2:1/4) at the concrete compressive strength of 500kg/㎠. Test results show that the flexural compression strength at failure decreases as the size of specimen increases, that is, the size effect law is present. Model equation is derived using regression analyses with experimental data and it is compared with formulas for compressive strength of cylinders and shear strength of beams without stirrups. Size effects is distinct th following sequence; shear strength of beams without stirrups, compressive strength of C-shaped specimens, compressive strength of cylinders.

• 한국농공학회지
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• 제29권4호
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• pp.132-141
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• 1987

The objective of the study was to obtain the compressive the tensile and the fleniril strengthes, thermal resistance, chemical resistance and fire resistance of the reclaimed plastic corcrete in order to investigate the feasibility as a new construction material This reclaimed plastic concrete is a compositive material which is composed of sand and blend of 50% of LDPE(Low density polyethylene) and 50% of HDPE (High density polyethylene) which are inexpensive and easy to reclaim. The results obtained in the study are summarized as follows: 1. As the binder content ranging from 20 to 40 % increase, the compresie, the splitting tensile and the flexural strengthes were increased. The compressive strenzth of the specimen tested was the highest and flexural strength the next and tensile strength the lowest 2. The compressive, the tensile and flexural strengthes of specimens made of fine sand were higher than those of coarse sand. The compressive, the tensile and the flexural strengthes of specimens made of high pressure molding were higher than those of low pressure molding. 3.In comparison with different additives, the specimens with carbon black was excellent and B. H. T. good and ferric oxide poor for thermal resistance. 4. In relationship between the flexural strength with varying temperature from -23$^{\circ}C$ to 80$^{\circ}C$. The flexural strengthes were decreared as temperature increased at 25 %, 30 % and 35 % of binder contents, respectively. Especially at 60$^{\circ}C$, the flexural strength was significantly decreased. 5. The decrement of flexural strengthes and the weight losses after 7 days immersion in acid or alkali solutions were not significant. 6. Fire resistance of the reclaimed plastic concrete was not significantly influenced by the contents of sand. However, the fire resistance of the reclaimed plastic concrete was depend upon melting and ignition properties of the binder itself. Therefore. a proper selection of the binder and the fire retardant are recommended in arder to improve fire resistance of the reclaimed plastic concrete.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2006년도 춘계 학술발표회 논문집(II)
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• pp.289-292
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• 2006

The purpose of this study was to evaluate a performance of latex-modified repair material applied to the substrate concrete. The experimental variables were latex-cement ratios (5, 10, 15%), polymer(0.5%, 1%) and admixtures. The flow, air content, compressive strength, flexural strength were tested. Test results showed that compressive and flexural strength decreased by adding hydroxyethyl cellulose and increasing water-binder ratio. The compressive and flexural strength were increased when addition of defoamer.

• 대한소아치과학회지
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• 제29권3호
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• pp.362-370
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• 2002

최근 20년간 다양한 종류의 심미 수복재가 개발되었고, 특히 지난 5년 동안에는 그 수에 있어서 극적인 증가추세를 보였다. 최근 들어, ormocer라는 새로운 종류의 광중합형 수복재료가 소개되었는데, 화학 분야에서는 이미 오래 전부터 알려져 있던 성분으로, 광학렌즈 등의 표면경화제로 이용되어 오다가 최근 치과용 수복재에 도입되었다. 'Ormocer' 란 'Organically Modified Ceramics'의 약자로 'Ormosils' (Organically Modified Silicates)로도 알려져 있다. 그러나, 이 새로운 수복재에 대한 연구는 아직 미흡한 실정이다. 본 연구에서는 서로 다른 계통의 광중합형 수복재들(Z-100, Surefil, Tetric Ceram, Dyract AP)과 ormocer(Admira)를 압축강도와 굴곡강도 측면에서 비교 평가하고, 구강내 환경과 유사한 조건에서 수분흡수가 그 물성에 미치는 영향을 평가할 목적으로 시도되어 다음과 같은 결과를 얻었다. 1. 1일 후에 측정한 Admira의 압축강도는 Surefil보다는 낮았으나, 다른 재료들과는 유의한 차이를 나타내지 않았다(p>0.05). 2. 1일 후에 측정한 Admira의 굴곡강도는 다른 4종의 재료에 비해서 낮았다(p<0.05). 2일부터는 3종의 복합레진에 비해서 낮았다(p<0.05). 3. 실험기간(30일) 중 hybrid composite resin군(Z-100, Tetric Ceram)과 packable resin(Surefil)군 간에는 압축강도와 굴곡강도에서 유의한 차이가 없었다(p>0.05). 4. 실험에 사용된 5종의 수복재 모두 압축강도와 굴곡강도가 2일까지 증가하다가 7일부터 감소하였다(p<0.05). 5. 각 재료의 시간에 따른 압축강도와 굴곡강도의 변화양상은 통계적으로 유사하였다(p>0.05).

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1998년도 봄 학술발표회논문집(II)
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• pp.499-504
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• 1998

Objective of this study is to investigate experimentally the flexural behavior of reinforced high-strength concrete beams with Belite cement by comparing with those of normal reinforced concrete beams. The flexural tests are conducted on fourteen specimens having concrete compressive strength of 350 and 600kg/$\textrm{cm}^2$. The main experimental variables are compressive strength of concrete and reinforcement ratios. The load-displacement relationships, the section behavior of beam as a function of the location neutral axis, and ductility capacity are investigated. From the test results, the flexural behavior of reinforced high-strength concrete beams wite Belit cement are similar to the behavior of normal reinforced concrete beams.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1997년도 봄 학술발표회 논문집
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• pp.301-307
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• 1997

This paper is evaluated for properties of aggregate and antiwashout admixture not only to minimize segregation and water contamination of underwater concrete but also to meet concrete quality required. Two antiwashout admixtures used in this study were available domestically and slump flow, pH, setting time, and filing property of fresh concrete and the compressive strength, flexural strength under water and in the air under 2 different curing conditions ($10^{\cire}C$ and $20^{\cire}C$ ) were measured. Compressive strength ratio of specimens cured in and water temperature $10^{\cire}C$ /$20^{\cire}C$ added HPEC and HPMC was 64% and 89%, respectively. Relative compressive strength of 2 kinds observed higher concrete added HPEC, 3% at $10^{\cire}C$ curing temperature, 34% at $20^{\cire}C$ . The flexural strength of specimens made under water was 1/4~1/6 of compressive strength similar to the existing data in the literature.

• Structural Engineering and Mechanics
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• 제82권1호
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• pp.93-105
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• 2022

The brittleness of concrete can be overcome by fiber reinforcement that controls the crack mechanisms of concrete. Corrosion-related durability issues can be prevented by synthetic fibers (SFs), while macro synthetic fibers have proven to be particularly effective to provide ductility and toughness after cracks. This experimental study has been performed to investigate the comparative flexural and mechanical behavior of four different macro-synthetic fiber-reinforced concretes (SFRCs). Two polyamide fibers (SF1 and SF2) with different aspect ratios and two different polypropylene fiber types (SF3 and SF4) were used in production of SFRCs. Four different SFRCs and reference concrete were compared for their influences on the toughness, compressive strength, elastic modulus, flexural strength, residual strength and splitting tensile strength. The outcomes of the study reveal that the flowability of reference mixture decreases after addition of SFs and the air voids of all SFRC mixtures increased with the addition of macro-synthetic fibers except SFRC2 mixture whose air content is the same as the reference mixture. The results also revealed that with the inclusion of SFs, 11.34% reduction in the cube compressive strength was noted for SFRC4 based on that of reference specimens and both reference concrete and SFRC exhibited nearly similar cylindrical compressive strength. Results illustrated that SFRC1 and SFRC4 mixtures consistently provide the highest and lowest flexural toughness values of 36.4 joule and 27.7 joule respectively. The toughness values of SFRC3 and SFRC4 are very near to each other.

• 대한소아치과학회지
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• 제28권1호
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• pp.146-153
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• 2001

콤포짓트 레진의 다양한 성분은 기계적 성질에 많은 영향을 미치고, 수복물 주위의 환경 또한 재료의 성질에 많은 영향을 줄 수 있다. 구강 내에서 수복된 콤포짓트 레진은 항상 수분에 노출되어 있고, 콤포짓트 레진의 매트릭스는 수분을 흡수할 수 있으므로, 그 결과 콤포짓트 레진은 팽창하게 된다. 또한 콤포짓트 레진의 수분 흡수가 표면강도와 마모저항의 저하와 관계된 다고 알려져 있는바 저자는 치과용 콤포짓트 레진의 수분 흡수에 따른 압축강도와 굴곡강도의 변화에 관하여 알아보고자 하였다. 재료는 1군을 Z-100(3M, U.S.A.), 2군을 Spectrum(Dentsply, U.S.A.), 3군을 Clearfil AP-X(Kuraray, Japan), 4군을 Pyramid(Bisco, U.S.A), 5군을 Heliomolar(Vivadent, Germany)로 나누어 7일, 30일, 60일, 120일간 증류수에 넣어 $37^{\circ}C$에서 보관한 후 Instron 6022(Instron, U.K.)를 이용하여 압축강도와 굴곡강도를 측정하여 다음과 같은 결과를 얻었다. 1. 7일, 30일, 60일, 120일로 기간이 증가함에 따라 모든 군에서 압축강도가 감소하였다(p<0.05). 2. 7일, 30일, 60일, 120일로 기간이 증가함에 따라 모든 군에서 굴곡강도가 감소하였다(p<0.05). 3. Hybrid type인 1, 2, 3군에 비해 matrix 비율이 높은 microfine type인 5군이 강도가 낮았다.