Current design code provisions suggest calculation method for slab-column joint concrete compressive strength. Because equation for slab-column joint compressive strength only consider the compressive strength of column and slab concrete, they are relatively conservative than the results of experimental researches. In this study, calculation method for slab-column joint strength which consider confinement effect of concrete are suggested. Suggested calculation procedure and results were compared with test results of previous researches.

In this study, to examine the application of strut of high strength concrete, an parameter study was performed. High strength concrete has high capacity for the strut member, especially 80MPa concrete strut has equal quality to 40MPa concrete strut with FRP. Also it is insignificant that the difference of member force between variation in boundary condition on the strut of PSC Box Girder.

This paper examines the effect of steel fiber volume fraction on compressive and flexural properties of high-strength concrete with compressive strength of 40 MPa. The fiber volume fractions used in this study consist of 0.5, 0.75 and 1.0%. The prisms with 150x150x550 mm were made and tested in accordance with EN-14651.

In this study, hydration heat, autogenous shrinkage and compressive strength of the specimens has been verified with moisture supply on the hardened cement paste depending upon the difference in moisture condition of the fine aggregates. The result showed that, autogenous shrinkage was significantly reduced and also the compressive strength was improved due to the continuous moisture supply regarding on fine aggregates.

The purpose of this study is to establish a reasonable analytical method for the estimation of overall behavior characteristic from cracking to yielding of rebar and crushing of concrete and seismic performance of reinforced concrete shear wall with high-strength reinforcing bar. A total of 8 specimens of reinforced concrete walls which have constant aspect ratio and a variety of variables such as reinforcement ratio, reinforcement yielding strength, reinforcement details, concrete design strength, section shape and whether lateral restraint hoop were selected and the analysis was performed by using a non-linear finite element analysis program (RCAHEST) applying the proposed constitutive equation by the authors. The mean and coefficient of variation for maximum load from the experiment and analysis results was predicted 1.04 and 8%. The mean and coefficient of variation for displacement corresponding maximum load from the experiment and analysis results was predicted 1.17 and 19% respectively. The analytical results were predicted relatively well the fracture mode and the overall behavior until fracture for all specimens. These results are expected to be used as basic data for application of high-strength reinforcing bar to design codes in the future.

In the current study, retarding type and standard type admixture design of concrete have been proposed to control the generation of hydration heat for foundation members that use high strengths concrete. Finite element analysis also has been conducted to understand the rational placing heights of concrete. In addition, real-size structures have experimented and their results were compared to the analytical results to evaluate the reducing effect of thermal stress . For a large 6.5 m×6.5 m×3.5 m member with retarding and standard type horizontal partition placement of concrete showed the manageable possibility of temperature difference within 25-degree Celcius between the middle and surface portion while the maximum temperature was 77-degree Celcius. Also, temperature cracking index from the finite element analysis appeared to be 1.49 that predicts no formation of cracking due to the effects of temperature. Finally, it appeared that horizontal partition placement of retarding and standard type concrete has the significant effect of reducing the thermal stress that generated by the hydration heat in the high strengths mass concrete.

This paper describes the experimental results for the structural performance of full-scale coupling beams with different reinforcement layout (diagonal and horizontal). For the reinforcements of the coupling beams, high-strength steel bars(SD500 and SD600) were used in order to improve workability and economic feasibility. The rigid steel frames and linked joints were used to maintain the clear span length (distance between both shear walls) of the coupling beam during the cyclic loading. Experimental results indicated that the diagonally reinforced coupling beam specimen could exhibit more ductile behavior compared to horizontally reinforced specimen. ACI318-14 code is applicable to design of coupling beam with diagonally reinforcement, however, that is overestimating the strength of horizontally reinforced coupling beam. It is remarkable that effective elastic stiffness values of both reinforcement details coupling beam significantly lees than ASCE 41-13.

This study examined the effect of outside temperature on the properties of high-strength concrete to determine conditions for four-season construction. With 20 ℃ as the reference temperature, 20, 30, and 40 ℃ were set as hot weather conditions, and 5, -10, and –20 ℃ as cold weather conditions. Properties as the effect of outside temperature on compressive strength of high-strength concrete was studied.

In the sliding slab track of railway bridge, a lateral support block is used to control the lateral displacement. Therefore, it is important to analyze the behavior of dowel rebar and the lateral support block of the sliding slab track. In this study, high strength concrete and steel rebar was selected to analyze the behavior of dowel rebar and shear behavior of high strength dowel rebar and the lateral support block were compared to the equations developed by Soroushian et al. (1986) and CEB-FIP (2010).

In this research, in order to improvement the performance of the two-component mixed aggregate mixed with fine granite fine aggregate and seawater, the examination of the effect of reject ash on the cement mortar according to the change of substitution rate was done. As a result, it was found that the effect of improving the compressive strength is more effective when the rejection ash is replaced by 5% in the mixed aggregate than in the case of using the high quality aggregate.

초고강도 콘크리트를 이용한 부재의 내화 성능을 검토하기 위해서는 실제부재 단위의 시험에 의한 평가가 요구되고 있다. 그러나 실제부재 실험을 하기 위해서는 재하 능력이 큰 시험 장비가 필요하기 때문에, 재료 모델을 이용한 해석적 연구를 통해 내화 성능을 평가하고 있다. 본 연구에서는 80, 130 및 180 MPa의 초고강도 콘크리트를 대상으로 고온 가열시의 변형 특성을 실험적으로 평가하고 초고강도 콘크리 트에 대한 기존 변형 모델의 적용을 검토했다. 그 후, 최소 제곱법에 의해 실험 값과 기존의 변형 모델을 적용한 계산 값의 누적 오차가 가장 작 은 상수 값을 도출하고 초고강도 콘크리트에 적용 할 수 있는 변형 모델을 제시했다.

우리나라의 모든 석탄화력 발전소 탈황공정은 흡수재로 석회석 분말을 사용하는 습식 처리공정으로서 공정의 부산물로 FGD(배연탈황)석고가 발생하는데 석회석 분말 1kg 주입 시 약 1.5kg에서 1.7kg의 배연탈황석고가 이수석고(Calcium Sulfate Dihydrate, CaSO4･2H2O)형태로 발생한다고 알려져 있다. 배연탈황석고는 황산칼슘의 농도는 높고 불순물은 적은 편으로 품질면에서는 천연석고에 비해 크게 뒤지지 않지만 결정구조가 대부분 둥근 침상구조를 형성하고 부분적으로 판상의 결정을 나타내고 있어 천연석고처럼 수화반응에 의해 자경성(self-setting)을 가지지 못하므로 대부분 시멘트의 원료로 사용되고 그 중 일부는 석고보드에 제한적으로 활용되고 있는 실정이다. 따라서, 배연탈황석고 그 자체로만은 현재 고부가가치가 있는 원료로서는 활용되기 어려운 실정이고 대부분 천연무수석고가 사용되고 있으며 이는 고가의 수입에 전량 의존하고 있다. 이에 따른 배연탈황석고의 향후 발생량은 200만 톤을 상회할 것으로 추정할 경우 기존의 단순 재활용에서 이의 부가가치가 높은 건설재료로의 활용이 요구되고 있다. 이에 본 연구에서는 기존의 천연석고와 시멘트를 대신하여 배연탈황석고 및 고로슬래그 미분말 등의 산업부산물을 주원료로 고강도 콘크리트 혼합재로 활용하고자, 배연탈황석고의 원시료 분석 및 배연탈황석고, 고로슬래그미분말의 혼입률에 따른 유동성, 증기양생 조건에서의 강도발현 특성 등의 물성평가를 진행하였다. 연구결과 배연탈황석고를 혼합재로 활용 시, 그 혼입률에 따라 모르타르의 유동성이 다소 감소하는 경향을 나타내었으나, 증기양생 시 초기 압축강도발현성이 우수하였으며, PHC-Pile, 박스암거 등 콘크리트 2차 제품으로 활용시 환경적･경제적으로도 그 효과가 매우 기대된다.

This paper describes the findings of the study conducted to evaluate compressive strength characteristics of high-strength concrete containing waste pottery fine powder. The experimental variables selected were 5, 10, and 15 percent replacements of cement with waste pottery fine powder. The findings are summarized as follows: (1) compared with the strength of the control specimens with no replacement rate, compressive strength of the concrete at 7days decreased by 4% at 5% replacement rate of cement with waste pottery fine powder, but (2) compressive strength of the concrete at 28days increased slightly by 1.3%..

This paper describes the effects of tensile strength and aspect ratio of steel fiber on flexural behavior of high-strength SFRC notched beam. Test results indicated that flexural properties of SFRC improved with increasing in aspect ratio and tensile strength of steel fiber.

In this study, to examine the application of strut of high strength concrete, an experimental study and analysis was performed. High strength concrete has high capacity for the strut member, especially 80MPa concrete strut has equal quality to 40MPa concrete strut with FRP.

This paper presents the optimized design of Coal Silo structure using 2,400MPa PS strand and their economic benefits. Original structural design on the Coal Silo structure using 1,860MPa PS strand was reviewed in order to compare the values from the design with the optimization results.

Based on the study of researchers carried about SFRC, it was found that SFRC was effective to achieve flexural toughness according to higher volume fraction. On the other hand, higher volume fraction did not effect at compressive strength and toughness.

이 논문의 목적은 압축강도 130 MPa급의 고강도 강섬유 보강 콘크리트 보의 휨거동 특성을 파악하는데 있다. 부피비 1.0%의 강섬 유와 철근비 0.02 이하의 철근으로 보강된 고강도 강섬유 보강 콘크리트의 휨거동 특성 실험결과를 제시하였다. 일반강도철근과 고강도철근 을 실험 부재에 사용하였다. 강섬유 보강 콘크리트의 압축 및 인장거동 재료 실험과 모델링을 수행하였다. 강섬유 보강 콘크리트의 하중-균열 개구변위 실험결과를 반영하여 가상균열모델에 근거한 역해석을 통해 인장거동모델링을 제시하였다. 실험결과는 강섬유 보강 콘크리트와 고 강도철근의 사용은 균열제어 및 연성 거동에 유리한 것을 나타낸다. 일반강도철근을 사용한 보의 휨강도 실험값에 대한 수치해석에 의한 예측 값의 비는 0.81~1.42를 나타내고, 고강도철근을 사용한 보의 휨강도 실험값에 대한 수치해석에 의한 예측값의 비는 0.92~1.07을 나타낸다. 수 치해석에 의한 휨강도는 실험결과를 합리적으로 예측하고 있는 것으로 판단된다.

The purpose of study is to investigate properties of high strength concrete in fire. Composite fibers that are mixed in concrete are used to improve vulnerable point. The role of each fiber is to prevent of spalling effect and improve of flexural strength.

The elastic modulus of high-strength steel fiber reinforced concrete was measured 37 GPa to 41.98 GPa. Comparing the difference value of the measured stress and the stress calculated by the regression analysis results were within ± 1 MPa. Measured data acorrding to applied LPF was more stable than unapplied LPF data. but, it was slightly different.