• 제목/요약/키워드: Strength decrease

검색결과 2,827건 처리시간 0.031초

3점 휨시험에의한 저발열콘크리트의 파괴거동에 곤한 실험적 연구 (Experimental Study on Fracture Behavior of Low-Heat Concrete, by Three-Point Bent Test)

  • 조병완;박승국
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 1998년도 봄 학술발표회 논문집(I)
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    • pp.199-204
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    • 1998
  • To analysis the failure character of Low-Heat concrete which is used to prevent the thermal crack caused by hydration heat, static loading test was performed by this test method, "Determination of the Fracture Energy of Motar and Concrete by Means of Three-Point Band Tests on Notched Beam" (suggested by RILEM 50-FMC Committe). This study compared and analysised the fracture energy of Mode I (opening mode), the most general pattern in the view of water-cemente ratio(W/C), compressive strength and age of Ordinary Portland Concrete and Low-Heat Concrete under the same mixture. The test results show that the case of Ordinary Portland Concrete and Low-Heat Concrete, low Water-Cemente ratio(W/C) cause the increase of fracture energy, and high failure-strength decrease failure-deflection, and the fracture energy of Low-Heat Concrete is similar to Ordinary Portland Concrete as the age increase. increase.

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팽창재 혼입율 변화에 따른 오거파일용 수중불분리 모르터의 특성 분석 (An Analysis on the Properties of Undispersed Underwater Mortar for Augered Pile with Expansive Additives)

  • 이광설;이대주;유홍종;권지훈;한일영;한천구
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 1998년도 봄 학술발표회 논문집(I)
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    • pp.255-260
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    • 1998
  • As a part of the study on the development of augered pile method, this study is intended to investigate the properties of fresh and hardened mortar with the proportion of expansion additives. With the increase of proportion of expansion additives, the fluidity of mortar shows a decrease while air content increases and setting time gets retarded. It show the satisfactory property in strength at 5% of proportion, and shows more expansion with the increase of proportion of expansion additives and sand/cement ratio. In conclusion, both of strength and expansion reveal appropriate at 10% of proportion of expansion additives.

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주물용 코우크스와 무연괴탄의 가스화 반응과 강도에 관한 연구 (A Study on Gasification Reaction and Strength of Foundry Coke and Lump Anthracite Coal)

  • 조남돈;김종훈
    • 한국주조공학회지
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    • 제9권3호
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    • pp.247-256
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    • 1989
  • The gasification reaction rates by $CO_2$ in $CO/CO_2/N_2$ of various compositions in the temperature range of $900-1200^{\circ}C$ were measured for foundry coke and anthracite lump. The data for the rates was analyzed with Langmuir-Hinshelwood rate equations for the gasification of carbonaceous specimens. The values of the apparent activation energies of the reactions obtained from these data were ranged to be 47-99 and 73-128Kcal/mol respectively for foundry coke and for anthracite lump. The major contribution to decrease in tensile strength was shown to be attributable to the enlarging of the macropores in the coke and that of crack in the anthracite lump. Under the same experiment of the gasification of foundry coke, the rate of form coke was increasing as the addition of $Fe_2O_3$ increases.

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철도차량 구조물용 연강(SM490A)의 기계적 내한 특성 연구 (A Study on the Low Temperature Mechanical Characteristics of SM490A for the Railroad Vehicle Structure)

  • 강기원;구병춘;유원희;김재훈
    • 한국철도학회논문집
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    • 제9권6호
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    • pp.695-700
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    • 2006
  • This study investigates the effects of the material properties and the fatigue behavior in the SM490A material specimens due to the low-temperature atmosphere. In the fatigue behavior, the low-temperature affects the fatigue life. As the temperature get low, the fatigue limit increase, also As the yield strength and the tensile strength increase, the impact absorbed energy decrease. The difference of fatigue lift represents to normal distribution and it is larger between the room temperature and the low temperature, but in the result of the cumulative density function, the effect of temperature is not too large on it.

PET 섬유의 캐리어 염색에 관한 연구 (A study on the Carrier Dyeing for PET Fiber)

  • 송경헌;이문수;이래연
    • 자연과학논문집
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    • 제9권1호
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    • pp.169-175
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    • 1997
  • 효과적인 캐리어로 알려진 벤질알콜, 벤즈알데히드, 아세트 페놀을 사용하여 PET섬유를 분산염료로 염색함에 있어 캐리어 종류에 따른 염색성 특히 혼합용매의 효과를 평가하고 아울러 일광견뢰도, 세탁견뢰도, 인장강도와 같은 염색후의 물성변화에 대해 연구 검토하였다. 실험결과 벤즈알데히드와 아세트페놀의 혼합용매에서 가장 우수한 염색성을 보였으며 효과적인 캐리어 작용은 일광견뢰도 및 인장강도와 같은 물성을 크게 떨어뜨리는 결과를 가져왔다.

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효소처리에 의한 양모섬유의 개질 (I) (Modification of Wool Fiber by Enzymatic Treatment (I))

  • Park, Jung-A;Park, Jeoung-Young;Lim, Yong-Jin
    • 한국염색가공학회지
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    • 제3권4호
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    • pp.7-12
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    • 1991
  • Wool gabardines were treated with alkaline proteases, and their tensile strerigth and dyeing behavior were obtained. Enzylon ASA 30 and Alcalase 2.5L DX did not show much effect on the weight loss of wool, but Esperase 8.0L decreased the weight of wool to a great extent. Pretreatment of wool with dichloroisocyarturic acid before protease-treatment increased the weight loss of wool considerably. Weight loss was accompanied by serious strength decrease and the use of sodium sulfate in the protease-treatment had not effect on the strength retention, only lowering the weight loss of wool. Protease-treatment of wool increased dyeability considerably, which may be due to the change in the inner structure of wool fiber by protease.

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Backplate의 유무에 따른 맞대기 용접 시험편의 피로강도 평가 (Fatigue Assessment of Butt Welded Specimen According to the Existence of the Backplate)

  • 한주호;김성민;이우일;강성원;김명현
    • Journal of Welding and Joining
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    • 제27권1호
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    • pp.90-94
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    • 2009
  • In this study, a series of fatigue test was performed to evaluate the fatigue strength of butt welded specimens. Effective notch stress through finite element analysis was conducted to analyze the fatigue results. As a results, no significant decrease in fatigue strength was observed when backplates were present. The S-N curve that based on effective notch stress appeared a similar fatigue lift to FAT 225 curve without reference to existence of backplates.

CFRD 차수벽콘크리트에서의 섬유보강효과에 관한 실험적 연구 (An Experimental Study on the Effect if Fiber Reinforced on CFRD Face Slab Concrere)

  • 최세진;임정열;김완영;김무한
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2000년도 봄 학술발표회 논문집
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    • pp.122-125
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    • 2000
  • CFRD (Concrete Faced Rockfill Dam) face slab concrete has a much capability to occur crack due to drying shrinkage, hydration heat and bas compaction etc. Because of crack of concrete induce structural problem and decrease durability of concrete, it is need to reduce crack of concrete. This is an experimental study to analyze the effect of fiber reinforced on CFRD face slab concrete. for this purpose, it was investigated and analyzed the engineering properties of plain concrete and polypropylene fiber reinforced concrete (PFRC) according to test result ; the test include slump, air content, compressive strength, tensile strength, drying shrinkage and permeability etc. As the results, it was found permeability and drying shrinkage of PFRC less than that of plain concrete.

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Properties of Concrete Incorporating Recycled Post-Consumer Environmental Wastes

  • Eisa, Ahmed
    • International Journal of Concrete Structures and Materials
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    • 제8권3호
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    • pp.251-258
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    • 2014
  • The use of sustainable technologies such as supplementary cementitious materials, and/or recycled post-consumer environmental wastes is widely used in concrete industry in the last decade. This paper presents the results of a laboratory investigation of normal concrete containing sustainable technologies. Twenty one mixtures (21) were prepared with different combinations of silica fume, fly ash, olive's seed ash, and corncob ash (CCA). Fresh and hardened concrete properties were measured, as expected the inclusion of the sustainable technologies affected both fresh and hardened concrete properties. Based on the results obtained in this study and the analyses conducted, the following observations were drawn: replacing the cement by olive's seed ash or CCA has a significant effect on fresh concrete workability. Olive's seed ash increased the slump by more than 200 % compared to the control mixtures. The compressive strength of mixtures containing olive's seed ash showed by 45 and 75 % decrease compared to the control mixtures. The 28 days compressive strength of mixtures produced by CCA of 10 % replacement decreased by 41 % compared to the control mixture.

강섬유보강 초속경시멘트 콘크리트의 휨인성 및 피로거동 (Flexural Toughness and Fatigue Behavior of Steel Fiber Reinforced Rapid-set Cement Concrete)

  • 이봉학;홍창우;김동호
    • 산업기술연구
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    • 제19권
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    • pp.163-172
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    • 1999
  • This study is conducted on the flexural toughness and flexural fatigue test to fine the mechanical properties of steel fiber reinforced rapid-set cement concrete. Experimental investigation is examined according to fiber contents(0, 0.4, 0.7, 1.0, 1.5%), fiber aspect ratio(58, 60, 83), fiber type (hooked, crimped fiber), and cement type (normal portland & rapid-set cement). The principal results obtained through this study are as follows; toughness and fatigue resistance tend to considerably increase with fiber contents, fiber aspect ration. And hooked fiber is improved better than crimped fiber. Concrete using rapid set cement is increased strength properties compared with concrete using normal portland cement, but relative strength properties behavior and fatigue resistance show a tendency to decrease a little.

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