• 제목/요약/키워드: Concrete temperature

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Analysis of a damaged industrial hall subjected to the effects of fire

  • Kmet, Stanislav;Tomko, Michal;Demjan, Ivo;Pesek, Ladislav;Priganc, Sergej
    • Structural Engineering and Mechanics
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    • 제58권5호
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    • pp.757-781
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    • 2016
  • The results of diagnostics and analysis of an industrial hall located on the premises of a thermal power plant severely damaged by fire are presented in the paper. The comprehensive failure-related diagnostics, non-destructive and destructive tests of steel and concrete materials, geodetic surveying of selected structural members, numerical modelling, static analysis and reliability assessment were focused on two basic goals: The determination of the current technical condition of the load bearing structure and the assessment of its post fire resistance as well as assessing the degree of damage and subsequent design of reconstruction measures and arrangements which would enable the safe and reliable use of the building. The current mechanical properties of the steel material obtained from the tests and measured geometric characteristics of the structural members with imperfections were employed in finite element models to study the post-fire behaviour of the structure. In order to compare the behaviour of the numerically modelled steel roof truss, subjected to the effects of fire, with the real post-fire response of the damaged structure theoretically obtained resistance, critical temperature and the time at which the structure no longer meets the required reliability criteria under its given loading are compared with real values. A very good agreement between the simulated results and real characteristics of the structure after the fire was observed.

Wireless structural health monitoring of bridges: present and future

  • Hoult, Neil A.;Fidler, Paul R.A.;Hill, Peter G.;Middleton, Campbell R.
    • Smart Structures and Systems
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    • 제6권3호
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    • pp.277-290
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    • 2010
  • Internationally the load carrying capacity of bridges is decreasing due to material deterioration while at the same time increasing live loads mean that they are often exposed to stresses for which they were not designed. However there are limited resources available to ensure that these bridges are fit for purpose, meaning that new approaches to bridge maintenance are required that optimize both their service lives as well as maintenance costs. Wireless sensor networks (WSNs) provide a tool that could support such an optimized maintenance program. In many situations WSNs have advantages over conventional wired monitoring systems in terms of installation time and cost. In order to evaluate the potential of these systems two WSNs were installed starting in July 2007 on the Humber Bridge and on a nearby approach bridge. As part of a corrosion prevention strategy, a relative humidity and temperature monitoring system was installed in the north anchorage chambers of the main suspension bridge where the main cables of the bridge are anchored into the foundation. This system allows the Bridgemaster to check whether the maximum relative humidity threshold, above which corrosion of the steel wires might occur, is not crossed. A second WSN which monitors aspects of deterioration on a reinforced concrete bridge located on the approach to the main suspension bridge was also installed. Though both systems have provided useful data to the owners, there are still challenges that must be overcome in terms of monitoring corrosion of steel, measuring live loading and data management before WSNs can become an effective tool for bridge managers.

알루미나 시멘트에 기반한 복합재료의 열역학적 특성 (Thermal and Mechanical Properties of Alumina Cementitious Composite Materials)

  • 양인환;이정환;최영철
    • 한국건설순환자원학회논문집
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    • 제3권3호
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    • pp.199-205
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    • 2015
  • 이 연구에서는 고온의 축열재료로 사용하기 위한 알루미나 시멘트 복합재료의 역학적 및 열적 특성을 파악하고자 하였다. 알루미나 시멘트를 기본 바인더로 하고 플라이애시, 실리카퓸, CSA (calcium sulfo-aluminate) 및 그라파이트의 치환에 따른 고온에서의 물성을 파악하였다. 알루미나 시멘트 기반 복합재료의 역학적 특성으로서 열사이클 전과 후의 압축강도 및 인장강도를 측정하였다. 또한, 복합재료의 열적 특성으로서 열전도율과 비열을 측정하였다. 열사이클링 적용 이후의 잔류압축강도 측정결과, 알루미나 시멘트만을 사용한 배합과 알루미나 시멘트를 실리카퓸으로 치환한 배합의 압축강도가 크게 나타나며, 이 두 배합의 잔류강도 비는 65%를 상회한다. 그라파이트를 혼합한 복합재료의 비열이 가장 크고 이는 그라파이트의 비열이 크기 때문이다. 연구결과는 콘크리트를 고온조건에서의 축열매체로 활용하기 위한 실제적인 기초실험 자료로 활용될 수 있을 것으로 사료된다.

온도조건에 따른 철근부식 촉진시험과 장기폭로시험의 상관성에 관한 연구 (A Study on Correlation Between Accelerated Corrosion Test and Long-term Exposure Test According to the Temperature Condition)

  • 박상순;소병탁
    • 한국건설순환자원학회논문집
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    • 제4권2호
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    • pp.203-208
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    • 2016
  • 본 논문에서는 침지내 환경을 재현한 철근부식촉진시험과 장기폭로시험을 실시하였다. 환경조건을 변수로 시험을 실시하였으며, 반전지전위법을 통한 철근부식 모니터링을 실시하였다. 부식촉진 시험결과 시험조건 별 상관계수 도출을 할 수 있었다. 촉진시험은 온도조건에 따라 인공해수의 온도가 $20^{\circ}C$인 case 1과 $65^{\circ}C$인 case 2로 구분하여 실시하였다. 고온 조건인 case 2가 1.7~1.8배 정도 상온조건인 case 1에 비해 부식을 촉진시키는 것으로 나타났으며, 해양환경시험장에서의 장기폭로시험결과와의 비교를 통해 case 1의 경우 2.45~2.94의 상관계수를 case 2의 경우 4.37~4.99의 상관계수를 나타내었다.

역사적 도심 내 건축물의 이력을 통해 본 재생기법에 관한 연구 -청주시 남문로 2가동의 세장형 필지를 대상으로- (A Study on the Adaptive Reuse Techniques through the History of Buildings in the Historic Urban Area - Focused on the Deep and Narrow Lots of Nammun-ro 2Ga, Cheongju -)

  • 김태영
    • 한국농촌건축학회논문집
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    • 제22권2호
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    • pp.1-8
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    • 2020
  • This study is intended to derive the adaptive reuse techniques through the history and aspects of new construction, extension, repair, and other works, limited to the deep and narrow lots facing Seongan-gil and Nammun-gil in Nammun-ro 2 ga of Cheongju, the historic urban area. The results are as follows. 1) In the case of newly built reinforced concrete buildings, the central part of the top floor of the residence or all floors are opened to the open space(void) to facilitate lighting and ventilation. This is developed as a convection phenomenon due to the temperature difference from the slits between buildings, which affects the entire air flow of the block. 2) The buildings of extension and repair are composed of two-story masonry or steel frame, both the front store facing the road and the house on the back, but it looks like one because it is in contact with each other. If only a small gap between the front and rear buildings is restored to an external space or a space equipped with sun light, a small breath can be provided in lighting and ventilation. 3) The existing two-story wooden stores and houses have lost their external space due to repairs. With minimal intervention to restore the small courtyard, slits, and space under the eaves, it will not only improve lighting and ventilation, but also create a unique appearance as a segment of the elongated store.

PVC 스크랩의 재활용 촉진을 위한 기계적 물성에 관한 연구 (A Study on Mechanical Properties for Recycling of PVC Scraps)

  • 계형산;이용무;한재명;홍석원;김영수;이동현;배종욱
    • 자원리싸이클링
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    • 제24권6호
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    • pp.45-53
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    • 2015
  • 수명이 다하거나 용도 폐기에 의해 버려지는 PVC 스크랩은 분쇄 후 저급 제품으로 재생산되는 경우가 대부분이고 발생 원인별 물성에 관한 연구가 적은 현실이다. 본 연구에서는 의복용, 파이프 및 이음관류, 프로파일, 다양한 경질 PVC 등 수명이 다하여 발생되는 폐 PVC 스크랩을 신재 수지에 투입하되 투입되는 스크랩 함량의 변화에 따른 물성을 관찰하였다. PVC 스크랩의 기계적 물성은 스크랩의 함량이 증가함에 따라 인장강도 및 충격강도가 모두 낮아지는 결과를 나타났다. 충격강도는 Cloth insert scrap (CC) > PC (Pipe scrap) > RC (Rigid scrap), 인장강도는 PC > CC > RC, Vicat 연화온도는 경향성이 없음을 나타냈으며, CC 소재는 스크랩 함량이 50 phr일 때 신재 PVC 기계적 물성의 80 %에 이르는 물성을 나타내었고, PC 소재는 스크랩 함량이 50 phr일 때 신재 PVC 인장강도의 50 % 수준임을 알 수 있었다.

SLD동조 광원과 에탈론 필터를 이용한 FBG 센서 신호처리 시스템 (FBG Sensor Signal Processing System using SLD Tunable Light Source and Etalon Filter)

  • 정철;이호준;김기수
    • 대한전자공학회논문지SD
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    • 제41권3호
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    • pp.39-44
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    • 2004
  • 광섬유 브래그 격자 센서는 광섬유의 코어의 굴절률 변조에 의해서 제작되며, 이 센서는 외부의 스트레인에 따라 브래그 파장이 변화하게 된다. 본 논문에서는 광섬유 브래그 격자 센서를 파장 영역에서 신호처리 할 수 있는 방법에 대하여 연구하였다. SLD와 F-P 필터로 구성된 sweep 반도체 광원과 F P 필터내의 PZT의 히스테리시스 특성을 보상하기 위한 에탈론 필터와 장기 계측을 위해 절대 파장 기준으로 온도 안정된 광섬유 브래그 격자를 사용하였다. 콘크리트 흄관에서 FBG 센서의 스트레인 응답 특성을 전기저항 센서와 비교하였다. 그리고 광섬유 격자 센서를 이용하여 장거리 변위의 측정 가능성을 확인하였다.

전업양축농가의 축분뇨처리시스템 개발을 위한 모형실험 (A Model Study on Development of Animal Wastes Treatment System for a Full-time Farm Household Raising Livestock)

  • 최홍림;김현태;정영륜
    • 생물환경조절학회지
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    • 제2권1호
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    • pp.16-26
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    • 1993
  • A sundry system is one of popular systems for composting livestock manure, of which main honest is to utilize unlimited, clean, and free solar radiation. A sundry system with a composter of two horizontal screw-type concrete ducts at different height, was constructed and operated for three days for each test in May, 1993, to evaluate its composting performance. Four treatments of the mixture ratio of swine manure and saw dust (manure : sawdust= 1 : 1.25, 1 : 1, 1 : 0.7, 1 : 0.5) were implemented to evaluate the effect of the mixture ratio on degradation of the composting materials of a sundry system with a screw-type composter. Maximum temperature of the composting materials was over 5$0^{\circ}C$ at D1 or D2 (one or two days after operation starts) for each test. Mean C/N ratio and water contents of the materials were reduced by more than 15 and 20%, respectively. Microbial density of each test showed a typical variation with the lapse of the composting time. Mesophilic microorganism seemed to play more important role on degradation of the materials than thermophilic. A sundry system with a screw-type composter can be considered as a feasible system on basis of maturity data. The conclusion was completely reverse from that of Choi et at., although both adopted a sundry system. A further study is recommended to pursue the cause of better performance of the screw-type composter, whether it was due to affirmative weather or more efficient composter.

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그린캠퍼스 조성을 위한 대학건물의 친환경적 특성에 관한 연구 (A Study on Environment-Friendly Characteristics of campus buildings for creating a green campus)

  • 정숙인;남경숙
    • 한국실내디자인학회논문집
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    • 제18권6호
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    • pp.221-228
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    • 2009
  • Recently severity of ecological adaptation and climatic change due to global warming grows larger. According to the fourth report of IPCC in 2007, emission quantity of the earth greenhouse gas(GHGs) generated by activity of mankind increased with 80% since 1970. And it is forecasted that worldwide greenhouse gas will be increased with 25~90%(corresponding to $CO_2$) between 2000 and 2030. This increment of greenhouse gas($CO_2$) is expected to raise average temperature of the earth with the maximum $6.4^{\circ}C$, and sea surface with 59cm in 2090. Like this, destruction of environment by greenhouse gas is regarded as universal problem threatening the existence, not only the problem of one nation. Consequently, systematic correspondence to the global warming at the aspect of energy consumption is also needed in Korea. From the analysis result of 'Statistics of Energy Consumption' published by Green Korea in 2007, energy consumption increment of domestic universities was higher as many as 3.7 times than 22.5% of the whole energy consumption increment in our country. This says to be the direct example which shows that universities are huge sources of greenhouse gas emission. New constructing and enlarging buildings of each universities within campus are the most major reason for such a large increment of energy consumption in universities. The opinion that the possibility of causing energy waste and efficiency reduction is raised by increased buildings of universities has been propounded. That is, universities should make concrete goal and the plan for reducing emission of green house gas against climatic change, and should practice. Accordingly, there is the meaning that 2 aspects of environment-friendly design characteristics, that is application of energy utilizing technology, material usage of energy efficiency-side and environment-side, and introduction of natural element in the environmental aspect, were analyzed for facilities of university campus designed in environment-friendly point of view from initial stage of plan, and direction of environment-friendly design of university facilities in the future was groped in order to grasp environment-friendly design tendency of internal and external University facilities based on this analysis of this paper.

삼축압축시험을 이용한 아스팔트 혼합물의 소성변형 파손모형 개발 (Development of Asphalt Concrete Rutting Model by Triaxial Compression Test)

  • 이관호;현성철
    • 한국방재학회 논문집
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    • 제9권1호
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    • pp.57-64
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    • 2009
  • 본 연구의 목적은 국내 대표 아스팔트 혼합물의 소성변형특성을 평가하고, 이를 이용하여 소성변형을 예측할 수 있는 파손모형을 다중회귀분석을 이용하여 개발하는 것이다. 2가지 아스팔트 바인더와 5종의 골재입도를 이용하였고, 2개의 다른 공극률(6%, 10%)로 시편을 제작하였다. 시험은 30, 45, 60 온도에서 3가지 구속하중을 이용하여 삼축압축 반복재하시험을 수행하였다. 이를 이용하여 소성변형에 영향을 미치는 인자를 규명하고 소성변형 예측모델을 개발하고자 한다. 소성변형 시험의 결과를 이용한 소성변형 예측 모델을 다중회귀분석을 이용하여 제안하였으며 모델의 신뢰도를 분석하였다. 회귀분석을 이용한 소성변형 모델은 AASHTO 2002 설계법에서 제시한 예측식을 기본으로 소성변형에 영향을 미치는 인자인 온도, 하중재하횟수, 공극률을 주요 변수로 하였다. 이를 SPSS 통계프로그램을 이용하여 제시하였으며 실제 시험값과 모델의 예측값으로 신뢰도를 분석하였다.