• 제목/요약/키워드: Durability factor

검색결과 444건 처리시간 0.029초

화상분석 실험을 이용한 열화된 줄눈콘크리트 포장의 내구성 지수 평가 (The Estimation of Durability Factor of Deteriorated Jointed Concrete Pavement Using Image Analysis Test)

  • 최판길;김용곤;윤경구;권수안
    • 한국방재학회 논문집
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    • 제9권5호
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    • pp.31-38
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    • 2009
  • 본 연구의 목적은 콘크리트 포장의 한 종류인 줄눈콘크리트 포장의 열화정도를 평가하는 것이다. 첫째로, 열화종류를 관찰하기 위하여 콘크리트 포장 육안조사를 실시하였다. 육안조사 결과 콘크리트 포장 파손의 형태는 대부분 줄눈 부위에서 조사되었고, 내구성 균열과 줄눈 파손이 주를 이루는 것으로 나타났다. 둘째로, 육안조사 결과에 기초하여 콘크리트 포장을 양호한 단면(4개소)과 불량한 단면(4개소)으로 구분하여 총 8개소에서 콘크리트 코어시편을 채취하였고, 콘크리트 열화 원인을 콘크리트 코어시편의 초음파 강도추정, 쪼갬인장강도 실험 및 화상분석 실험을 이용하여 분석하였다. 화상분석 실험결과, 총 21개의 시험편에서 Kansas DOT 기준(간격계수 $250\;{\mu}m$이하)을 만족하는 시험편은 단지 2개에 불과했고, 나머지 19개의 시험편의 간격계수는 $250\;{\mu}m$ 이상으로 평가되어 내구성 지수가 매우 낮은 것으로 나타났다. 따라서 조사된 콘크리트 포장의 주 열화 원인은 동결융해작용인 것으로 분석되었다.

고속도로 콘크리트 포장에 대한 품질평가지수 평가인자의 적정성 검토 (Feasibility Study the Assessment Factor of Quality Performance Index in Expressway Concrete Pavement)

  • 이승우;김경일;고동식;홍승호
    • 대한토목학회논문집
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    • 제37권1호
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    • pp.133-141
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    • 2017
  • 고속도로의 확충과 산업발전에 따른 물동량 증가로 인하여 도로 구조물의 내구성 저하와 취약구간의 반복적인 하자가 발생하고 있다. 따라서 국외에서 사용하는 품질보증제도 도입방안에 대한 연구가 진행되고 있다. 국내의 경우 한국도로공사는 점검위주의 품질관리에서 목적물의 품질성능 위주의 품질관리 체계로의 전환을 위하여 목적물의 품질 수준 측정이 가능하도록 정량적 평가 지수인 품질성능지수(QPI : Quality Performance Index)를 개발하여 적용하고 있다. 품질성능지수에서 콘크리트포장 평가인자는 포장두께, 압축강도, 평탄성, 기포간격계수로 구성되어 있다. 콘크리트 평가인자의 경우 국외에서 경험적 판단에 의해 자체적으로 선정된 인자를 사용하고 있는 실정이다. 따라서 본 연구에서는 콘크리트 포장 평가인자를 수명예측 시뮬레이션 및 실측 자료를 활용하여 분석하고 평가인자의 적정성을 검토하였다. QPI의 콘크리트포장 평가인자인 포장두께, 압축강도, 평탄성, 기포간격계수는 포장수명, 공용성 및 내구성을 적절하게 판단할 수 있는 인자로 사료된다.

재생골재를 사용한 콘크리트의 내동해성 (Resistance to Freezing and Thawing on Concrete with Recycled Aggregate)

  • 문대중;문한영
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2001년도 가을 학술발표회 논문집
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    • pp.85-88
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    • 2001
  • Utilization of demolished-concrete as recycled aggregate has been researched for the purpose of substituing for insufficient natural aggregate, saving resources and protecting environment. There, however, are some problems that qualities of recycled aggregates are not only largely diverse, but also mechanical properties of recycled aggregate concrete decrease a little in comparison with those of natural aggregate concrete. In this study, the resistance to freezing and thawing of recycled aggregate concrete was highly different due to adhered mortar on recycled aggregate, and durability factor of concrete with NA SRA and DRA was decreased more than that of control concrete. However, durability factor of concrete with AA SRA was larger than that of control concrete.

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이종해석 연계 기법을 통한 주조 잔류응력이 내구성에 미치는 영향 분석 (Analysis of the Effect of Casting Residual Stress on Durability by a Combination of Different Numerical Methods)

  • 천진호;박용호;박익민
    • 대한금속재료학회지
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    • 제49권6호
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    • pp.468-473
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    • 2011
  • Determining the residual stress during casting processes is important for evaluating the mechanical properties and strength of materials and to optimize manufacturing conditions. In this study, we propose a field data interface procedure between FDM and FEM in a 3-dimensional space for analyzing the casting process and structural analysis. The casting process was analyzed using FDM and the data of the temperature distribution were converted into a format suitable for FEM analysis to calculate the thermal stress and safety factor by tightening force. The results of the coupled analysis between FDM and FEM showed that casting residual stress is an important factor in predicting life time and evaluating durability.

외부마감재 고정용 앙카볼트 및 브라켓의 최적설계를 위한 구조해석 (Structural Analysis for Optimal Design of Anchor Bolts and Brackets for Fixing External Finishing Materials)

  • 이석영
    • 에너지공학
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    • 제29권3호
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    • pp.91-96
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    • 2020
  • 외부마감재인 석재벽체를 고정하는 앙카볼트와 브라켓에 대하여 초기 설계단계에서부터 기계 구조물에 요구되는 성능을 유지하고 높은 내구성을 확보가 필요하다. 이를 위해서는 하중조건을 고려한 설계 및 안전성 평가가 필요하므로 이를 검증하기 위한 방법으로 유한요소 해석기법을 적용한 구조해석을 진행하였다. 최적설계를 위해 다양한 형상에 대하여 구조해석을 실시한 결과, 볼트와 접촉되는 브라켓 후면 부위에서 발생되는 최대응력을 완화시키기 위하여 보강 구조물을 추가하였다. 또한, 브라켓에 보강판을 추가로 부착하여 L자 형상 브라켓의 응력집중을 완화하여 응력분포를 균일하게 함으로서 안전율이 기준조건에 만족하는 결과를 얻었다. 이와 함께, 반복하중에 의한 피로수명 해석까지 진행하여 피로안전계수를 분석한 결과 내구성을 검증할 수 있는 결과를 얻었다.

Effect of Ramping Rate on the Durability of Proton Exchange Membrane Water Electrolysis During Dynamic Operation Using Triangular Voltage Cycling

  • Hye Young Jung;Yong Seok Jun;Kwan-Young Lee;Hyun S. Park;Sung Ki Cho;Jong Hyun Jang
    • Journal of Electrochemical Science and Technology
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    • 제15권2호
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    • pp.253-260
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    • 2024
  • Proton exchange membrane water electrolysis (PEMWE) is an efficient method for utilizing renewable energy sources such as wind and solar powers to produce green hydrogen. For PEMWE powered by renewable energy sources, its durability is a crucial factor in its performance since irregular and fluctuating characteristics of renewable energy sources, especially for wind power, can deteriorate the stability of PEMWE. Triangular voltage cycle is well able to simulate fluctuating wind power, but its effect on the durability has not been investigated extensively. In this study, the performance degradation of the PEMWE cell operated with the triangular voltage cycling was investigated at different ramping rates. The measured current responses during the cycling gradually decreased for both ramping rates, and I-V curve measurements before and after the cycling confirmed the degradation of the performances of PEMWE. For both measurements, the degradation rate was larger for 300 mV s-1 than 30 mV s-1, and they were determined as 0.36 and 1.26 mV h-1 (at the current density of 2 A cm-2) at the ramping rates of 30 and 300 mV s-1, respectively. The comparison with other studies on triangular voltage cycling also indicate that an increase in the ramping rate accelerates the deterioration of the PEMWE performance. X-ray photoelectron spectroscopy and transmission electron microscopy results showed that the Ir catalyst was oxidized and did not dissolve during the voltage cycling. This study suggests that the ramping rate of the triangular voltage cycling is an important factor for the evaluation of the durability of PEMWE cells.

하이드로포밍을 이용한 후륜 현가장치 최적설계 (The Optimization of Rear Suspension Using Hydroforming)

  • 오진호;최한호;박성호
    • 소성∙가공
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    • 제17권7호
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    • pp.481-485
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    • 2008
  • The subframe type rear suspension consisting of a side member and a front/rear cross member is widely used in a medium car and full car. In the small car case, the beam of tubular type without independent suspension system is used to reduce manufacturing cost. In this study, a subframe type rear suspension by hydroforming has been developed. In designing suspension, a driving stability and durability should be considered as an important factor for the performance improvement, respectively. Thus, we focus on increasing the stiffness of suspension and decreasing the maximum stress affecting a durability cycle life. Several optimization design techniques such as shape, size, and topology optimization are implemented to meet these requirements. The shapes of rear suspension obtained from optimization are formed by using hydroforming process. Through commercial software based on the finite element, the superiority of this design method is demonstrated.

노트북에서의 방열을 통한 내구성 해석에 관한 연구 (Durability Analysis through the Radiation of Heat of a Laptop)

  • 한문식;조재웅
    • 한국기계가공학회지
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    • 제15권1호
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    • pp.89-94
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    • 2016
  • This study investigates the durability of the radiator and cooler of a laptop through a thermal analysis. In the result of this study, the maximum deformation happened at the part holding up the support stand at the radiator and cooler. The maximum thermal stress of the cooler was 60.939 Mpa, as low as that of the radiator. In addition, the safety factor of the cooler was 1.64 times as high as that of the radiator. The radiator of the laptop was less durable than the cooler. The result of this study could help with designing a laptop model with a durable radiator and cooler.

콘크리트구조물에 적용하는 액상형 규산질계 침투성 방수재의 성능평가에 관한 연구 (A Study on a Performance evaluation for Quality Liguid Siliceous of waterproof agent using on the concrete Structure)

  • 강효진;권시원;오상근
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2004년도 춘계 학술발표회 제16권1호
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    • pp.184-187
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    • 2004
  • There are many factors that generate the early deterioration of the concrete structure. As the one of the representative factors, we can think an invasion of the water, air and so on. The water and air invade in inside void along the capillarity and they become the cause that the durability like corrosion of layer department due to freezing and thawing, inside steel frame corrosion, and so on blacks. Therefore with covering permeability covering waterproofing material of fluid condition in outer wall, intercepting the deterioration factor due to the infiltration of water from outside and for salt damage of concrete layer department, freezing damage and neutralization, it needs to improve durability of structure. This study separately examined physical and chemical specific of quality liguid siliceous of waterproofing material. Therefore as this applys the construction site, it improves the durability of concrete structure. Further this presents the application plan from the construction market against the new material.

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PSC 교량용 설계강도 60MPa 이상 고강도 콘크리트의 실용화를 위한 시간의존적 변형 및 내구성에 관한 연구 (Time-Dependent Deformation and Durability of High-Strength Concrete over 60MPa for PSC Bridges)

  • 양준모;이주하;정해문;안태송;윤영수
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2006년도 춘계 학술발표회 논문집(II)
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    • pp.5-8
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    • 2006
  • In this study, various fundamental experiments including durability and time-dependent deformation are performed to compile a database for a utilization of high-strength concrete for PSC bridges. In the mix design, concrete strength at early age when prestressing forces are introduced to the PSC member and slumpflow suitable for pumping of concrete are considered to make a concrete fit for PSC bridges. The main parameters investigated are the kinds and replacement ratios of mineral admixtures and low-heat cement. Experimental tests on durability include penetration of chloride ions, freezing-thawing, combined deterioration, and simple adiabatic temperature rise test. In addition, time-dependent deformation such as creep, drying and autogenous shrinkage, which is particularly important factor in the design and construction of PSC bridges, is tested and analyzed.

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