• 제목/요약/키워드: multi-deterioration

검색결과 162건 처리시간 0.031초

서냉 및 급냉슬래그를 적용한 콘크리트의 복합열화 저항성 (Resistance of concrete made with air- and water-cooled slag exposed to multi-deterioration environments)

  • 이승태;박광필;박정희;박세호
    • 한국도로학회논문집
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    • 제20권3호
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    • pp.11-18
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    • 2018
  • PURPOSES : Durability of concrete is traditionally based on evaluating the effect of a single deterioration mechanism such as freezing & thawing action, chloride attack, carbonation and chemical attack. In reality, however, concrete structures are subjected to varying environmental exposure conditions which often results in multi-deterioration mechanism occurring. This study presents the experimental results on the durability of concrete incorporating air-cooled slag(AS) and/or water-cooled slag(WS) exposed to multi-deterioration environments of chloride attack and freezing & thawing action. METHODS : In order to evaluate durable performance of concretes exposed to single- and multi-deterioration, relative dynamic modulus of elasticity, mass ratio and compressive strength measurements were performed. RESULTS :It was observed that multi-deterioration severely affected durability of concrete compared with single deterioration irrespective of concrete types. Additionally, the replacement of cement by AS and WS showed a beneficial effect on enhancement of concrete durability. CONCLUSIONS : It is concluded that resistance to single- and/or multi-deterioration of concrete is highly dependent on the types of binder used in the concrete. Showing the a good resistance to multi-deterioration with concrete incorporating AS, it is also concluded that the AS possibly is an option for concrete materials, especially under severe environments.

노후공동주택의 거주성능 평가에 관한 사례 연구 (A Case Study on the Evaluation of Residential Performance for Deteriorated Multi-family Housing)

  • 현택수;이병태
    • 한국주거학회논문집
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    • 제17권2호
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    • pp.77-85
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    • 2006
  • This study aims to propose the comprehensive evaluation of performance multi-family housing. Most of the existing studies for the reproduction have evaluated by the safety of structure. Therefore those pass over the functional factors which is important for the evaluation of residential qualities. This study represents that the reproduction renovation should not be secured the safety of structure but established the quality of lift. And questionnaire asking expert's opinion also supplemented. As a result, the item for examination and the weight for evaluation are suggested in functional deterioration. The results of this study are summarized as follows: 1. Existent redevelopment criteria are not appropriate to decide the environmental comfort, the vital function of housing and the residential management finance. 2. The future criteria have to evaluate the existing environmental comfort, be reconstructed to put first general deterioration. 3. Evaluation elements was extracted throughout the document research, evaluation elements analysis system was separated in residential area, suburb of dwellings, community, and housing complexity environmental assesment, 4. Each category of influence ratio was extracted to assess total deterioration throughout the expert question survey. 5. Each category analysed (1) $0{\sim}30%$: function is good (unnecessary to improve) (2) $31{\sim}40%$: average (necessary of partial improvement) (3) $41{\sim}59%$: bad (necessary of total improvement) (4) $60{\sim}100%$: the worst (unable to improve throughout the repair)

대구경 관로의 노후도 평가 연구(II) : 수도권 광역상수도(1단계) 적용 (Assessment of the Deterioration of Large-Diameter Pipe Networks (II) : Application to Metropolitan Multi-Regional Water Supply System (1st Phase))

  • 이승현;윤기용;김응석
    • 한국산학기술학회논문지
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    • 제15권2호
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    • pp.1096-1101
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    • 2014
  • 본 연구(II)는 연구(I)에서 제안한 대구경 관로의 노후도 평가 모형을 수도권 광역상수도 1단계를 대상으로 이를 적용하였다. 노후도 평가 방법별 적용 결과에서, 총 30개 관로 중에서 1995년 평가방법은 24개, 2002년 평가방법은 27개 관로가 개량이 필요한 것으로 나타났다. 또한 개발된 모형과 기존의 2개 평가방법의 결과는 거의 일치하는 것으로 산정되었다. 즉, 본 연구에서 개발한 간편모형은 기존의 많은 인자를 이용하여 노후도를 평가하는 방법과 비교에서 신뢰할 수 있는 부합되는 결과를 보여 주었다. 따라서, 본 연구에서 개발한 모형은 기존의 노후관 평가방법과 비교시 실험 및 분석 등에 필요한 시간적 경제적 비용을 절약할 수 있어 실무적 적용에 많은 도움을 줄 수 있으리라 기대된다.

자주식 시금치 수확장치에 적용된 유압시스템의 잉여유량 분석 (Analysis of Surplus Flow in a Hydraulic System Applied to a Self-propelled Spinach Harvester)

  • 노대경;이동원;이종수;장주섭
    • 드라이브 ㆍ 컨트롤
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    • 제19권1호
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    • pp.26-33
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    • 2022
  • This study dealt with a self-propelled spinach harvester, which is capable of carrying out sequential harvesting work. This study aimed to find the cause of the harvester's occasional performance deterioration, which occurs in the process of simplifying the hydraulic circuit, using a multi-domain analysis model. The study was carried out in the following manner. First, a hydraulic system analysis model, which combines linear motion, rotary motion, hydrodynamic behavior, and an electrical signal, was developed through SimulationX software, specialized in multi-domain analysis. Second, a scenario for single behavior and coupled behavior was set out on an actuator basis. Third, the flow rate of the hydraulic system, which is not required for the movement of the actuator, was quantitatively analyzed. The results showed that a change in oil temperature was the cause of the harvester's occasional performance deterioration. And the higher the oil temperature, the more serious the performance deterioration, especially as the number of actuators operated simultaneously was small.

도로자산관리를 위한 포장종합평가지수의 속성과 변화과정의 모델링 (Internal Property and Stochastic Deterioration Modeling of Total Pavement Condition Index for Transportation Asset Management)

  • 한대석;도명식;김부일
    • 한국도로학회논문집
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    • 제19권5호
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    • pp.1-11
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    • 2017
  • PURPOSES : This study is aimed at development of a stochastic pavement deterioration forecasting model using National Highway Pavement Condition Index (NHPCI) to support infrastructure asset management. Using this model, the deterioration process regarding life expectancy, deterioration speed change, and reliability were estimated. METHODS : Eight years of Long-Term Pavement Performance (LTPP) data fused with traffic loads (Equivalent Single Axle Loads; ESAL) and structural capacity (Structural Number of Pavement; SNP) were used for the deterioration modeling. As an ideal stochastic model for asset management, Bayesian Markov multi-state exponential hazard model was introduced. RESULTS:The interval of NHPCI was empirically distributed from 8 to 2, and the estimation functions of individual condition indices (crack, rutting, and IRI) in conjunction with the NHPCI index were suggested. The derived deterioration curve shows that life expectancies for the preventive maintenance level was 8.34 years. The general life expectancy was 12.77 years and located in the statistical interval of 11.10-15.58 years at a 95.5% reliability level. CONCLUSIONS : This study originates and contributes to suggesting a simple way to develop a pavement deterioration model using the total condition index that considers road user satisfaction. A definition for level of service system and the corresponding life expectancies are useful for building long-term maintenance plan, especially in Life Cycle Cost Analysis (LCCA) work.

도로 램프구간에 대한 파손형태 및 원인에 관한 연구 (Study of Deterioration Phenomenon and Causes in Pavement of Ramp Area)

  • 황성도;문성호
    • 한국도로학회논문집
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    • 제18권1호
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    • pp.85-90
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    • 2016
  • PURPOSES : The objective of this paper is to understand the deterioration phenomenon and causes in the pavement of a ramp area. METHODS : Ramp areas need to be sloped because of the centrifugal force, which depends on the vehicle speed and grade of the ramp area. As a result, vertical and horizontal forces are applied on the pavement surface of the ramp area. Furthermore, the horizontal force depends on the vehicle speed and grade of the ramp area. In order to analyze the pavement structure of a ramp area, a multi-layered elastic analysis program was used to evaluate the weakest link of fatigue cracking deterioration, according to the simultaneously applied vertical and horizontal forces. RESULTS : From case studies related to the bonding conditions between the surface and base layer in a ramp area, it was found that the partially bonded cases resulted in a critical potential of fatigue cracking deterioration, in a comparison of 50%, 70%, and fully bonded cases. CONCLUSIONS : According to the results of the case studies, the pavement structure system should be reinforced by upgrading the material or increasing the thickness compared to the general pavement areas, in order to provide a performance life similar to the mainline pavements in the ramp areas.

탄소나노튜브 스마트 복합소재의 전기적 임피던스 변화를 이용한 나노센서의 센싱 특성 연구 (A Study on Sensing Characteristics of Carbon Nanotube Smart Composite Nano Sensors Based on Electrical Impedance Measurement)

  • 강인필
    • 동력기계공학회지
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    • 제13권1호
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    • pp.65-71
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    • 2009
  • To address the need for new intelligent sensing, this paper introduces nano sensors made of carbon nanotube (CNT) composites and presents their preliminary experiments. Having smart material properties such as piezoresistivity, chemical and bio selectivity, the nano composite can be used as smart electrodes of the nano sensors. The nano composite sensor can detect structural deterioration, chemical contamination and bio signal by means of its impedance measurement (resistance and capacitance). For a structural application, the change of impedance shows specific patterns depending on the structural deterioration and this characteristic is available for an in-situ multi-functional sensor, which can simultaneously detect multi symptoms of the structure. This study is anticipated to develop a new nano sensor detecting multiple symptoms in structural, chemical and bio applications with simple electric circuits.

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Degradation mechanisms of concrete subjected to combined environmental and mechanical actions: a review and perspective

  • Ye, Hailong;Jin, Nanguo
    • Computers and Concrete
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    • 제23권2호
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    • pp.107-119
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    • 2019
  • In-service reinforced concrete structures are simultaneously subjected to a combination of multi-deterioration environmental actions and mechanical loads. The combination of two or more deteriorative actions in environments can potentially accelerate the degradation and aging of concrete materials and structures. This paper reviews the coupling and synergistic mechanisms among various deteriorative driving forces (e.g. chloride salts- and carbonation-induced reinforcement corrosion, cyclic freeze-thaw action, alkali-silica reaction, and sulfate attack). In addition, the effects of mechanical loads on detrimental environmental factors are discussed, focusing on the transport properties and damage evolution in concrete. Recommendations for advancing current testing methods and predictive modeling on assessing the long-term durability of concrete with consideration of the coupling effects are provided.

다목적 복층터널의 기능전환과 지하수위 변화에 따른 거동분석 (Behavior of double deck tunnel due to feature change and variation of ground water table)

  • 박노현;김호종;신종호
    • 한국터널지하공간학회 논문집
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    • 제18권6호
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    • pp.581-591
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    • 2016
  • 최근 사회기반시설의 투자효율성을 높이기 위하여 평상 시 도로터널로 운영되지만 홍수 시 수로로 이용되는 수로 도로 다목적 터널의 계획이 시도되고 있다. 이러한 다목적 터널은 수로터널로의 이용이 한시적이기 때문에 내수압과 지하수위가 일정하지 않아 터널 내부와 외부의 압력변화가 상당할 수 있다. 특히 지하수위 아래에 건설 된 다목적 터널의 경우 장기간 운영 중에 발생하는 계절적 압력변화는 터널에 반복하중으로 작용하여 구조물과 인접지반의 열화로 이어질 가능성이 있다. 본 연구에서는 다목적 터널의 외부 및 내부 수위조건에 따라 발생할 수 있는 구조물의 거동특성을 모형실험 및 수치해석을 통하여 조사하였다. 그 결과 수위변화로 인한 터널 거동의 주 원인은 부력이며, 터널 내부 및 외부의 반복적인 수위변화는 터널 주변지반의 이완영역을 확대시키는 것으로 나타났다. 따라서 다목적 터널의 설계 시 수위변화에 따른 영향검토가 필요하며 경우에 따라 저항성을 유지시킬 수 있는 대책의 검토가 필요하다.

Multi-Carrier: DS-CDMA 시스템에서의 하이브리드 SC/MRC-Lc/L 다이버시티 수신 기법을 이용한 성능 개선 (Performance Improvement of Multi-Carrier DS-CDMA System using Hybrid SC/MRC-Lc/L Diversity Received Technique)

  • 김영철
    • 디지털콘텐츠학회 논문지
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    • 제7권4호
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    • pp.279-285
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    • 2006
  • 본 논문에서는 다중경로 페이딩 환경에서 하이브리드 SC/MRC-Lc/L 다이버시티 수신기법을 이용하여 Multi-Carrier DS-CDMA 시스템의 성능 개선을 알아보고, 광대역 DS-CDMA 시스템과 비교, 분석하였다. 결과적으로 Multi-Carrier DS-CDMA 시스템에서 부분대역간섭에 대한 영향은 성능 열화정도가 전체 주파수 대역 중 일부대역에서 만 받았다. 또한, 하이브이드 SC/MRC-Lc/L 다이버시티 수신 시 Multi-Carrier DS-CDMA 시스템은 입력 다이버시티 가지의 수를 적절히 선택함으로서 시스템의 복잡성과 성능 대 비용을 결정할 수 있다.

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