• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1997년도 가을 학술발표회 논문집
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• pp.229-234
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• 1997

The objective of this study is to develop the non crack ready mixed concrete and the high quality concrete under various addition ratios of expansive additives. According to the experiment results, when expansive additive are mixed in concrete mixture by about 6% per cement contents, in W/B of 45~55%, it is found that the strength increase and the shrinkage compensation can be achieved by about 2~3 times. And it is considered to produce high quality concrete and non crack ready mixed concrete.

• 한국건설순환자원학회논문집
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• 제10권4호
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• pp.593-599
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• 2022

본 연구에서는 콘크리트 구조물의 주요 손상인 균열에 대한 효과적인 점검을 위하여 이미지 처리 기법을 이용한 균열 검출이 가능한 균열 모니터링 자동화 시스템 개발의 일환으로 머신비전을 이용하여 균열 촬영 장비를 제작하고 균열 이미지 촬영 및 분석이 가능한 프로그램을 개발하였다. 본 시스템은 기존의 육안으로 균열을 점검하는 외관조사를 대체하여 객관적이고 정량적인 데이터를 제공한다. 개발 시스템의 검증은 자기치유 콘크리트 수조 시공 현장에 적용하여 균열 검출 및 재령에 따른 균열폭의 변화량을 모니터링하였다. 이미지 분석을 통해 검출된 균열폭의 경우 디지털 현미경을 이용한 실측값과 차이가 최대 0.036 mm로 나타났으며, 자기치유 콘크리트의 재령 경과에 따른 균열 치유 효과를 균열폭 감소를 통해 확인할 수 있었다.

• 조명전기설비학회논문지
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• 제28권9호
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• pp.35-44
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• 2014

This study was to secure the safety of poor appearance distribution concrete poles effectively and to reduce the replacement costs of them by developing a soundness evaluation index. The researcher of this study investigated poor appearance types of concrete pole, collected 53 of test samples, and tested pole strength. As a result of strength test, only 17 percent of poor appearance concrete poles were below 2.0 of safety factor spec. As results of multiple regression analysis, it is verified that surface air void, horizontal crack, net-shaped crack, elapsed year, vertical crack, and deterioration in concrete compressive strength have statistically negative effects on safety factor of concrete poles in a significant level. The researcher set up a soundness evaluation index by using multiple regression equation, and suggested that poor appearance concrete poles should be replaced or reinforced only in case of soundness evaluation score of 150 or above.

• 대한토목학회논문집
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• 제5권4호
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• pp.103-111
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• 1985

본(本) 논문(論文)에서는 철근콘크리트 휨부재의 균열폭과 균열간격 결정에 관한 연구(硏究)가 이루어 졌다. 철근콘크리트 휨부재의 균열폭 및 균열간격의 유도는 최근에 진전된 균열이론에 의거하였으며, 설계(設計) 및 해석시(解析時)에 실제적으로 사용할 수 있는 균열폭 및 균열간격 예측 공식을 제안하였다. 제안된 공식과의 비교를 위하여 철근콘크리트보에 대한 균열거동 실험이 수행되었다. 본(本) 예측 공식(公式)을 본(本) 연구(硏究)의 실험결과 및 타연구자(他硏究者)의 실험자료와 비교한 결과 만족스런 결과를 얻었다. 본(本) 연구(硏究)에서 제안된 공식을 현재 ACI 시방서(示方書)에서 채택하고 있는 Gergely & Lutz 공식(公式)과도 비교한 결과, 본(本) 공식(公式)이 거의 모든 경우, 더 정확한 예측을 하고 있음을 알 수 있었으며, 실제 설계 및 해석시에 지침이 될 수 있을 것으로 사료된다.

• 한국전산구조공학회논문집
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• 제19권1호
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• pp.15-25
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• 2006

초기재령 콘크리트 수화과정의 메카니즘과 초기재령 콘크리트 균열 제어기법의 개발은 주로 매시브한 콘크리트를 대상으로 실험적 연구와 수치해석적 연구가 이루어져 왔으나 철근 콘크리트 라멘교의 상부슬래브와 같이 비교적 두께가 적은 부재에 대해서는 연구 내용이 거의 없는 실정이다. 본 연구에서는 4개의 철근 콘크리트 라멘교의 상부 슬래브에 대한 수화열을 현장 실측하여 온도이력과 강도 발현 모텔 및 건조수축 모델에 의한 응력들을 근거로 하여 초기 재령 철근 콘크리트 라멘교의 상부슬래브에 발생할 수 있는 균열을 제어할 수 있는 설계기법을 제시하였다. 본 연구의 해석기법을 이용하여 초기재령 철근 콘크리트 라멘교의 상부슬래브에 발생되는 균열 폭을 계산하여 균열제어를 위한 철근량 산정방법을 제시하였고, 설계하중 재하 시 배력철근으로만 취급되는 헌치부의 철근이 초기재령 철근콘크리트 라멘교의 온도응력 검토 시에는 주철근이 됨을 알 수 있었다. 제안한 해석기법은 초기재령 철근콘크리트 라멘교의 온도균열제어를 위한 설계에 적용될 수 있을 것으로 판단된다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1999년도 봄 학술발표회 논문집(I)
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• pp.265-268
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• 1999

In this study, we manufactured the ultra-high strength concrete using mineral admixture which is easily workable. From the test results of compressive strength, It is concluded that the proper replacement ratio of silica fume should not exceed to 10% and the replacement of slag is more effective that the replacement of fly ash to gain very high compressive strength. Thermal stress analysis is conducted to find the way of controlling the thermal crack of ultra-high strength concrete. As results of thermal stress analysis, it was found that reducing placing temperature of concrete(pre-cooling) is effective to reduce thermal crack and placing concrete in high air temperature is more effective than placing concrete in low air temperature.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1999년도 봄 학술발표회 논문집(I)
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• pp.793-798
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• 1999

This study was conducted to evaluate structural integrity and crack source location of plain concrete beams using acoustic emission. Three point bending tests were carried out plain concrete specimen under cyclic loadings. The variable is W/C of concrete. From the tests it was shown that a breakdown of the kaiser effect and high AE activities during unloading could be effective indices to estimate the level of deterioration in plain concrete structures. The time and location and propagation of crack could be easily determined by monitoring AE, which concludes that AE technique can be a very useful tool to evaluate structural integrity of concrete plain beams.

• 한국도로학회논문집
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• 제15권5호
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• pp.101-110
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• 2013

PURPOSES : The purpose of this study is to evaluate the durability of ternary blended concrete mixtures adding ultra fine admixture. METHODS : From the literature review, crack was considered as the main distress failure criterion on concrete bridge deck pavement. To reduce the initial crack development due to drying shrinkage, CSA expansion agent and shrink reduction agent were used to ternary blended concrete mixtures as a admixture. Laboratory tests including chloride ion penetration test, surface scaling test, rapid freeze & thaw resistance test, non restrained drying shrinkage and restrained drying shrinkage test were conducted to verify the durability of ternary blended concrete mixtures. RESULTS : Based on the test results, proposed mixtures were verified as high qualified durable materials. Expecially initial drying shrinkage crack was not occurred in ternary blended concrete mixtures with CSA expansion agent. CONCLUSIONS : It is concluded that the durability of proposed ternary blend concrete mixture was acceptable to apply for the concrete bridge deck pavement.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2019년도 춘계 학술논문 발표대회
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• pp.36-37
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• 2019

In domestic construction industry progress, construction and quality control of large structures are considered to be important as the superstructure and mass scale of structures. In the case of mass concrete, high hydration heat caused by cement hydration generates temperature stress by generating internal temperature difference with the concrete surface. These temperature stresses cause cracks to penetrate the concrete structure. A method of lowering the heat generation by incorporating Urea in order to reduce the concrete temperature crack has been proposed. In this study, the heat function coefficient for the FEM temperature crack analysis of the mass concrete containing the element was derived and the adiabatic temperature rise test was carried out according to the incorporation of the element. As a result of this experiment, the maximum temperature of 41 ± 1℃ was obtained irrespective of the amount of urea, and the maximum temperature decreased by 16.9℃ in concrete containing 40kg/㎥ of urea.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2003년도 학술.기술논문발표회
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• pp.1-4
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• 2003

Recently, a structure has been larger and higher under the improvement of construction technique. So, a mass concrete constructions that a mat foundation thickness of structure is over 80cm have been many. Also, because of the reason of high strength of concrete, the matter of thermal crack have become an important task to be solved absolutely. tn a cause of a thermal crack occurrence, there are material used, mixture of concrete, construction condition and so forth. In this study, we executed temperature and stress analysis of mat foundation to know the effect of the construction condition on a thermal crack of mat foundation. And we evaluated quantitatively about the occurrence possibility of thermal crack using the hydration heat analysis program. By using of this analysis technique, we will can control skilfully the quality of a mat foundation in advance.