• 한국건축시공학회지
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• 제2권4호
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• pp.177-182
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• 2002

The purpose of this study is to develope the strength prediction model by Maturity Method. A maturity function is a mathematical expression to account for the combined effects of time and temperature on the strength development of a cementious mixture. The method of equivalent ages is to use Arrhenius equation which indicates the influence of curing temperature on the initial hydration ratio of cement. For the experimental factors of this study, we selected the concrete mixing of W/C ratio 45, 50, 55 and 60% and curing temperature 5, 10, 20 and $30^{\circ}C$. And we compare and evaluate with logistic model that is existing strength prediction model, because we have to verify adaption possibility of new strength prediction model which is proposed by maturity method. As the results, it is found that investigation of the activation energy that are used to calculate equivalent age is necessary, and new strength prediction model was proved to be more accurate in the strength prediction than logistic model in the early age. Moreover, the use of new model was more reasonable because it has low SSE and high decisive factor.

• 한국건설관리학회논문집
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• 제6권1호
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• pp.133-139
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• 2005

선진국 건설업체에 대한 경쟁우위 확보와 건설수요의 대형화 및 복합공종의 고도기술 요구에 따라, 국내건설업 기술력 제고의 필요성이 더욱 높아지고 있다. 기술경쟁력 제고를 위해서는 기술의 연구 및 개발이 이루어져야 하며, 개발된 기술을 적극적으로 활용하여 기술축적에 의한 내실을 기해야만 기술경쟁력 확보가 가능하다. 건설업의 경우, 광범위한 기술개발 대상과 기술개발에 소요되는 대규모의 투자와 장기성 때문에, 각 기업의 주어진 여건에 맞는 기술경쟁력 제고 방향의 설정은 기업의 성장을 좌우할 수 있는 중요한 열쇠가 될 것이다. 따라서 기술개발추진 방향은 각 기업의 장기경영 전략에 맞추어서 설정되어야 한다. 본 연구는 건설업계 측면에서 효율적으로 기술개발을 추진할 수 있는 구체적인 방안을 제시한다. 기술경쟁력확보를 위해서는 기본적으로 단계적 건설경영 확대, 특화사업분야 핵심기술 보유, 기술개발체계 확립, 탄력적 조직 운영 등의 체계가 구축되어야 한다.

• 한국자동차공학회논문집
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• 제7권7호
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• pp.195-201
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• 1999

In Rollover crashes, the development of bus structure to ensure the maintenance of survival space for passengers is very important . So, this paper focuses on understanding the possibility of efficient structural development considering rollover strength through computer simulation using the commercial code, LS-DYNA3D at the initial stage of vehicle development structural members, and impact boundary conditions required by ADR59(Australian Design Rule 59)were applied. In order to confirm the validity of the computational results, the test results. After the usefulness of this method of analysis was confirmed , we have proposed the effective modificationfor rollover strength.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2014년도 춘계 학술논문 발표대회
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• pp.256-257
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• 2014

Concrete made with ground granulated blast-furnace slag(GGBS) has many advantage, including improved durability, workability and economic benefits. GGBS concrete is that its strength development is considerably slower under standard 20℃ curing conditions than that of portland cement concrete, although the ultimate strength is higher for same water-binder ratio. GGBS is not therefore used in application where high early age strength is required. However, hydration of GGBS is much more sensitive to temperatures, the strength development of GGBS concrete is significantly enhanced.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2000년도 가을 학술발표회논문집(I)
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• pp.571-574
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• 2000

When fresh concrete is exposed to low temperature, the concrete may suffer from the frost damage at early ages and the strength development may be delayed. To solve such problems of cold weather concreting admixtures called agent for enduring cold climate are developed to prevent the fresh concrete from being frozen at early ages. In this study, the experiments are carried out on several kinds of agent for enduring cold climate to present their performance. According to experimental results, most kinds of agent for enduring cold climate show the strength development in the range $-5^{\circ}C$ of curing temperature, it tends to be delayed at long term maturity without agents for enduring cold climate. while it gains high strength maturity when agents for enduring cold climate is applied.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2003년도 가을 학술발표회 논문집
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• pp.19-22
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• 2003

This study is carried out (1) checking the development of compressive strength of high flowing concrete at early age, changing water-binder ratio, curing temperature, and type of aggregate, and (2) suggesting basic date that helping cost and schedule plan in future construction. As the result of this study, we find that high curing temperature is effective for the development of compressive strength of concrete at early age on the condition of each water-binder ratio, and after making the compressive prediction formula related to the curing temperature by maturity, the result of the formular is similar to the temperature-compressive strength-age measured data

• 한국소성가공학회:학술대회논문집
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• 한국소성가공학회 2005년도 추계학술대회 논문집
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• pp.305-311
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• 2005

The die development of the high-strength steel sheet has big difference on the formability compared with the general panels. Especially, the springback after stamping of the high-strength steel sheets shows big problem. In this study, for the die development of the high-strength steel sheets, write about examples reducing the lead time and the expense of the die development after CAD modification with the result of the springback analysis after finding the best design planning as several times stamping analysis.

• 한국소성가공학회:학술대회논문집
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• 한국소성가공학회 2009년도 춘계학술대회 논문집
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• pp.35-36
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• 2009

Development trend and current status were surveyed for pre-heat-treated high strength cold heading quality (CHQ) wire and it's forming technology. Spheroidizing, quenching, and tempering heat treatments are eliminated by adapting the pre-treated wire, which could reduce energy consumption rate and green house gas emission rate during produce parts requiring high strength. There are some challenging problems to expand application area such as enhancing forming tool life, and preventing delayed failure. Domestic research movement concerning the development and application of the new high strength wire was introduced.

• Computers and Concrete
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• 제7권2호
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• pp.169-190
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• 2010

The focus of this research effort was characterization of the flexural and tensile properties of a specific ultra-high-strength, fiber-reinforced concrete material. The material exhibited a mean unconfined compressive strength of approximately 140 MPa and was reinforced with short, randomly distributed alkali resistant glass fibers. As a part of the study, coupled experimental, analytical and numerical investigations were performed. Flexural and direct tension tests were first conducted to experimentally characterize material behavior. Following experimentation, a micromechanically-based analytical model was utilized to calculate the material's tensile failure response, which was compared to the experimental results. Lastly, to investigate the relationship between the tensile failure and flexural response, a numerical analysis of the flexural experiments was performed utilizing the experimentally developed tensile failure function. Results of the experimental, analytical and numerical investigations are presented herein.

• 한국구조물진단유지관리공학회 논문집
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• 제18권6호
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• pp.82-89
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• 2014

이 연구의 목적은 다양한 혼화재의 치환과 양생온도를 고려한 콘크리트의 압축강도 발현을 평가할 수 있는 단순모델의 제시이다. 이를 위해 ACI 209의 포물선 식을 성숙도 함수를 기반으로 하여 수정하였으며, 압축강도 발현 상수 A, B 그리고 재령 28일 압축강도는 264개의 기존 실험결과들의 회귀분석으로부터 결정하였다. 제시된 모델의 검증을 위하여 혼화재 치환과 양생온도를 변수로 3그룹의 실험을 수행하였다. 콘크리트의 28일 압축강도는 양생온도가 표준양생온도(20도시)보다 높을수록 또는 낮을수록 감소하였다. 초기 재령3일동안 표준온도에서 양생을 한 콘크리트의 압축강도 발현은 그 이후 양생온도 변화에 영향을 거의 받지 않았다. 제안된 모델의 예측값과 실험값의 비의 평균과 표준편차는 각각 1.00와 0.08로서 실험결과와 잘 일치하였다.