• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2003년도 학술.기술논문 발표회
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• pp.53-58
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• 2003

Concrete structures move wholly with concrete and rebar, so they endure external force, but recently the embedded rebar in concrete has been corroded by environmental, physical and chemical factors, the embedded rebar corrosion influences concrete structure to deteriorate structure capacity. To revaluate effect to deterioration of concrete structure according to corrosion of rebar, the researcher mostly examined into corrosion rebar and complex relation of concrete. In that there are flexural strength deterioration of corrosion concrete structure and the bond strength of concrete. But It has not sufficiently studied about physical characteristic of corrosion rebar itself. In this study I will compare specification of rebar through corrosion experiment with corrosion ratio of rebar according to diameter and revaluate. And will investigate the effect to strength characteristic of rebar according to corrosion ratio.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2003년도 학술.기술논문발표회
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• pp.53-58
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• 2003

Concrete structures move wholly with concrete and rebar, so they endure external force, but recently the embedded rebar in concrete has been corroded by environmental, physical and chemical factors. the embedded rebar corrosion influences concrete structure to deteriorate structure capacity. To revaluate effect to deterioration of concrete structure according to corrosion of rebar, the researcher mostly examined into corrosion rebar and complex relation of concrete. In that there are flexural strength deterioration of corrosion concrete structure and the bond strength of concrete. But It has not sufficiently studied about physical characteristic of corrosion rebar itself. In this study I will compare specification of rebar through corrosion experiment with corrosion ratio of rebar according to diameter and revaluate. And I will investigate the effect to strength characteristic of rebar according to corrosion ratio.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2021년도 가을 학술논문 발표대회
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• pp.146-147
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• 2021

In this study, the deterioration of concrete subjected to high temperature was evaluated using harmonics. When concrete is exposed to high temperatures, its mechanical properties deteriorate. In order to evaluate this deterioration, a method of analyzing the waveform of elastic waves was applied. As the heating temperature increased, the fundamental wave of the 50 kHz elastic wave passing through the concrete decreased. In addition, harmonics were generated at each temperature, and the higher the heating temperature, the greater the ratio of harmonics. The higher the compressive strength, the greater the amplitude of the fundamental wave, and this phenomenon is thought to be due to the internal structure of concrete.

• 지질공학
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• 제23권4호
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• pp.341-352
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• 2013

본 연구에서는 생성 당시의 퇴적환경이 상이한 것으로 알려진 대구지역의 적색 셰일과 흑색 셰일의 물리적 및 역학적 특성을 확인하기 위하여 단위중량, 흡수율, 공극률, 초음파속도, 일축압축강도, 점하중강도, 슬레이크 내구성 및 열화특성 시험 등을 실시하였고, XRD 및 XRF 분석과 SEM 영상 분석을 수행하였다. 시험결과 두 셰일의 단위중량은 유사하였으나 흡수율과 공극률은 적색 셰일이 흑색 셰일보다 더 높았다. 특이하게도 공극률이 높은 적색 셰일의 초음파속도, 일축압축강도, 점하중강도지수 가 흑색보다 더 높은 값을 보였는데 이는 흑색 셰일 내에 발달된 엽층리의 영향인 것으로 판단된다. 열화시험에서는 용액의 산성도가 증가할수록 또 수침시간이 길어질수록 시료의 점하중강도지수와 슬레이크 내구성지수의 저감정도가 심하였으며, 흑색 셰일보다는 공극률이 큰 적색 셰일에서 더 크게 영향을 받는 것으로 나타났다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2003년도 가을 학술발표회 논문집
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• pp.86-89
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• 2003

It is recognized that reinforcement corrosion is the main distress behind the present concern regarding concrete durability. In this study, to confirm corrosion of reinforced concrete affected by thickness of cover, kinds of surface coating, measured electric potential, ratio of corrosion area, weight reduction, corrosion velocity of steel bar under environment of complex deterioration. The results showed that an increase in age also increases corrosion of steel bar. Ratio of corrosion area is largely related to ratio of weight reduction. as well, corrosion of steel bar by thickness of cover is superior to l0mm thick than 20mm thick. It showed that an increase in thickness of cover prevent steel bar from deteriorating. The results of this study showed that corrosion velocity was affected by thickness of cover, kinds of surface coating. data on the development of corrosion velocity made with none, organic B, organic A, inorganic B, and inorganic A is shown.

• Structural Engineering and Mechanics
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• 제7권1호
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• pp.69-80
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• 1999

The purpose of this study is to propose an analytical model for the simulation of the hysteretic behavior of RC (reinforced concrete) beam-column subassemblages under various loading histories. The discrete line element with inelastic rotational springs is adopted to model the different locations of the plastic hinging zone. The hysteresis model can be adopted for a dynamic two-dimensional inelastic analysis of RC frame structures. From the analysis of test results it is found that the stiffness deterioration caused by inelastic loading can be simulated with a function of basic pinching coefficients, ductility ratio and yield strength ratio of members. A new strength degradation coefficient is proposed to simulate the inelastic behavior of members as a function of the transverse steel spacing and section aspect ratio. The energy dissipation capacities calculated using the proposed model show a good agreement with test results within errors of 27%.

• 한국안전학회지
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• 제4권1호
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• pp.5-14
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• 1989

低密度 Polyethylene film을 冷延伸된 方向에 對해서 直勇方向으로 延伸하면, 延伸比 1.2~1.8 付近에서 部分放電에 의한 劣化가 顯著히 增加하고, Void發生에 의한 部分放電 開始電壓이 低下한다. 延伸 film에 對해 强制振動法에 의해 求한 彈性率 및 力學的 tan$\delta$는 上記의 延伸比代近에서 名名 極小 및 極大를 나내고 上記의 傳奇的特性과 密接한 關係가 있다. 더욱이 微結晶은 延伸에 의해 작은 結晶으로 分解되는 것을 X線回折로 認定할 수 있고, 또한 非晶領城의 分子鎖는 高延伸에서 再配向하는 것을 赤外吸收에 의해 認定할 수 있다.

• 한국강구조학회 논문집
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• 제18권3호
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• pp.321-329
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• 2006

변단면 부재는 Amirikian(1952)에 의해 제안되어 재료 절약적 측면이나 효율적인 구조설계로 인한 경제성 확보를 목적으로 주로 단층의 장스팬 건물이나 빌딩의 켄틸레버 보에 사용되고 있다. 그러나 단면성능만을 고려하여 웨브의 춤을 설계할 때 AISC(201)에서 규정한 변단비를 넘어서거나 비콤팩트, 세장판요소로 설계되어지는 경우가 있어 이에 대한 연구가 필요한 실정이다. 따라서 본 연구에서는 변단비와 판복두께비를 주요 빈수로 한 7개의 실험체를 제작하여 반복하중을 받는 변단면 부재의 국부좌굴 특성을 살펴보았다.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2021년도 봄 학술논문 발표대회
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• pp.195-196
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• 2021

The pore distribution of the cement mortar mixed with carbon nanotubes was found to have a large number of pores at (370~80)㎛, and the distribution ratio was larger as the carbon nanotubes were mixed. However, the pores with a fine particle diameter of (10-0.5) ㎛ were found to be larger as the carbon nanotubes were incorporated. However, the distribution of pores of the test specimens of conductive cement mortar with deterioration damage was found to be distributed in a number of particle diameters of (500 to 100) ㎛ and (10 to 0.5) ㎛. It is judged that the particle diameter of the internal pores increased due to the damage. However, as the mixing ratio of the test specimen with carbon nanotubes increased, the distribution of voids was relatively lower than that of plain, and it was judged to have excellent resistance to deterioration damage.

• 콘크리트학회논문집
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• 제16권4호
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• pp.557-564
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• 2004

This paper introduces a study carried out to investigate sodium sulfate attack caused by various reactive products. Experiments were performed on mortar and paste specimens made with ordinary Portland cement (OPC) conforming to KS L 5201 Type I. The water-cement ratios were varied from 0.35 to 0.55. It was found from the laboratory study that the water-cement ratio may be a key to control the deterioration of OPC matrix during sodium sulfate attack. Furthermore, X-ray diffraction (XRD) confirmed that ettringite, gypsum and thaumasite were the main products formed by sodium sulfate attack. These findings were well supported by thermal analysis through differential scanning calorimetry (DSC), and confirmed the long-term understanding that deterioration mechanism by sodium sulfate attack is a complicated process. Most importantly, deterioration due to sodium sulfate attack is characterized as the drastic reduction in compressive strength as well as the expansion (especially in cement matrix with a higher water-cement ratio).