• 한국강구조학회 논문집
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• 제28권5호
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• pp.325-335
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• 2016

국내의 강교 도장 시방에 등재되어 있는 도장계에 대한 공용수명 예측을 위하여 현장 열화도 평가 및 촉진 내후성 시험을 수행하였고, 평가 결과에 대한 회귀분석을 통하여 열화모델을 도출하였다. 현장 적용 실적이 없는 도장계에 대해서는 국외 연구 결과 및 본 연구에서 수행한 촉진 내후성 시험 결과를 참고하여 염화고무계 및 우레탄 마감 도장계의 현장 열화도 평가 결과에 열화도 항목별 조정계수를 적용하여 가상의 평가 결과를 도출한 후에 회귀분석을 실시하였다. 공용수명 예측 결과는 금속용사를 적용하면 도장계의 수명을 일반 도장계 대비 2배 이상 연장시킬 수 있다는 것을 보여주었다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2002년도 봄 학술발표회 논문집
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• pp.773-778
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• 2002

The variance characteristics of the calcium carbonate contents along to the concrete cover depth takes the prediction method of remaining service life of concrete. Calcium carbonate contents were measured by the Thermo Gravimetric/Differential Thermal Analysis method at three point, depth of 0.25cm, 0.75cm, 1.25cm from the surface of concrete. This prediction method contain some assumption that the chemical protection conferred on steel is through a passive protective oxide film which forms on steel in an environment at or above a pH of 10.5$^{4)}$ .

• 한국도로학회논문집
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• 제20권2호
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• pp.57-65
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• 2018

PURPOSES : The study aims to predict the service life of national highway asphalt pavements through deep learning methods by using maintenance history data of the National Highway Pavement Management System. METHODS : For the configuration of a deep learning network, this study used Tensorflow 1.5, an open source program which has excellent usability among deep learning frameworks. For the analysis, nine variables of cumulative annual average daily traffic, cumulative equivalent single axle loads, maintenance layer, surface, base, subbase, anti-frost layer, structural number of pavement, and region were selected as input data, while service life was chosen to construct the input layer and output layers as output data. Additionally, for scenario analysis, in this study, a model was formed with four different numbers of 1, 2, 4, and 8 hidden layers and a simulation analysis was performed according to the applicability of the over fitting resolution algorithm. RESULTS : The results of the analysis have shown that regardless of the number of hidden layers, when an over fitting resolution algorithm, such as dropout, is applied, the prediction capability is improved as the coefficient of determination ($R^2$) of the test data increases. Furthermore, the result of the sensitivity analysis of the applicability of region variables demonstrates that estimating service life requires sufficient consideration of regional characteristics as $R^2$ had a maximum of between 0.73 and 0.84, when regional variables where taken into consideration. CONCLUSIONS : As a result, this study proposes that it is possible to precisely predict the service life of national highway pavement sections with the consideration of traffic, pavement thickness, and regional factors and concludes that the use of the prediction of service life is fundamental data in decision making within pavement management systems.

• Corrosion Science and Technology
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• 제4권5호
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• pp.171-177
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• 2005

A comprehensive framework for numerical simulation of time-dependent performance change of reinforced concrete (RC) structures subjected to chloride attack is presented in this paper. The system is composed of simplified computational models for transport of moisture and chloride ions in concrete pore structure and crack, corrosion of reinforcement in concrete and mechanical behavior of RC member with reinforcement corrosion. Service-life of RC structures under various conditions is calculated.

• Elastomers and Composites
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• 제54권1호
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• pp.70-76
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• 2019

The function and purpose of the marine rubber fender, to prevent the damage of the ship and the mooring while the ship is being attached to the pier. However, maintenance of the fender after installation is not enough, because it is generally handled as an attachment facility. Estimation the life of a marine rubber fender is important in the maintenance of a port. When manufacturers design and produce marine rubber fenders, they do so according to various conditions such as the reaction force acting on the hull and docking vessel and deformation after absorbing the kinetic energy of the ship. In this study, a method for predicting and evaluating service life from the product design and development stage was established, in order to evaluate the durability of the marine rubber fenders. The SSp-300H and HSP-300H models were used to predict the service life. The method developed in this study, is expected to predict the service life of the marine rubber fender accurately and in a comparatively shorter time, thereby contributing to the evaluation standard and quality stability of the product.

• 콘크리트학회논문집
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• 제15권4호
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• pp.574-584
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• 2003

도심지 환경에서 콘크리트 구조물의 열화를 일으키는 주요한 요인 중 하나는 중성화이다. 최근, 대기 중 $CO_2$농도와 온도가 크게 증가하는 지구 온난화 현상으로 인하여 중성화 열화환경도 더욱 심각해지고 있다. 본 연구에서는 IPCC에서 제안한 지구규모 대기환경 변화 시나리오인 IS92a를 토대로 향후 100년까지 대기 중 $CO_2$ 농도와 온도 상승율을 예측하였다. 질량보존의 법칙과 Fick의 1법칙을 기초방정식으로 하여 시간경과에 따른 콘크리트의 수화도, 콘크리트 열화에 미치는 각종 주요변수 등의 재료물성을 반영하였다. 또한, 서울시의 미세기후조건을 반영하기 위하여 추계학적 및 통계학적 기법을 도입하여 중성화로 인한 내구수명예측 기법에 반영하였다. 연구결과에 의하면 물-시멘트비가 큰 콘크리트에서 COS 농도증가로 인한 중성화 진행속도가 뚜렷히 빨라지는 것으로 나타났다. 그러나 물-시멘트비 55% 이하에서 충분히 양생된 보통 포틀랜드 콘크리트의 조건에서 중성화에 대한 우려가 높지 않을 것으로 생각된다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1999년도 학회창립 10주년 기념 1999년도 가을 학술발표회 논문집
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• pp.743-746
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• 1999

One of the main deteriorating factors that affect the service life of concrete structures is the corrosion of reinforcement. The chlorides penetrate the concrete, destroy the passive layer surrounding the steel, and help initiate the steel corrosion. A Corrosion Prediction System(CPS) has been developed to assist the engineer in analyzing the service life of existing sea-shore structures and future concrete repairs by calculate the chloride diffusion in concrete. The CPS calculates mixing design, physical properties or recent chloride profiles. The CPS can be used to evaluate changes in concrete cover, chloride loads, and environmental conditions in different structural designs.

• 대한기계학회논문집
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• 제17권9호
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• pp.2271-2279
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• 1993

In the case of life prediction on the structures and machines after long service, it is natural to consider a degradation problems. Most of degradation data form practical structures are isolated data obtained at the time of periodical inspection or repair. From such data, it may be difficult to obtain the degradation curve available and necessary for life prediction. In this paper, for the purpose of obtaining a degradation curves, developed the simulate degradation method and fatigue test and Charpy impact test were conducted on the degraded, simulate degraded and recovered materials. Fatigue life prediction were conducted by using the relationship between fracture transition temperature (DBTT : vTrs) obtained from the Charpy impact test through the degradation process and fatigue crack growth constants of m and C obtained from the fatigue test.

• 한국재난정보학회 논문집
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• 제11권4호
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• pp.548-555
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• 2015

본 연구에서는 동절기 교통안전을 위해 교량 구조물에 사용되는 제설제에 의한 염화물 침투 특성을 조사하여 사용수명을 평가하기 위해 수행되었다. 이 연구에서는 준공 후 공용기간이 약 10년이 경과한 10개 교량의 지점에서 깊이별 염화물 농도 분포를 조사하여 제설제에 의한 염해를 예측하기 위한 표면 염화물 농도와 확산계수를 도출하였다. 얻어진 정보를 바탕으로 Life-365 프로그램을 이용하여 각 지점의 사용수명을 평가하였다. 대상 교량의 사용수명 평가 결과 10개 지점 모두 100년 이상의 사용수명을 가질 것으로 판단되었다. 추가적으로 콘크리트의 배합에 기인한 확산계수를 구하여 제설제에 의한 염해와 해수에 의한 염해의 경우에 대해 확산특성을 비교 분석하고 사용수명을 평가하였다.

• Advances in concrete construction
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• 제1권3호
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• pp.201-213
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• 2013

While recognizing the problem of reinforcement corrosion and premature structural deterioration of reinforced concrete (RC) structures as a combined effect of mechanical and environmental actions (carbonation, ingress of chlorides), emphasis is given on the effect of the latter, as most severe and unpredictable action. In this study, a simulation tool, based on proven predictive models utilizing principles of chemical and material engineering, for the estimation of concrete service life is applied on an existing reinforced concrete bridge (${\O}$resund Link) located in a chloride environment. After a brief introduction to the structure of the models used, emphasis is given on the physicochemical processes in concrete leading to chloride induced corrosion of the embedded reinforcement. By taking under consideration the concrete, structural and environmental properties of the bridge investigated, an accurate prediction of its service life is taking place. It was observed that the proposed, and already used, relationship of service lifetime- cover is almost identical with a mean line between the lines derived from the minimum and maximum critical values considered for corrosion initiation. Thus, an excellent agreement with the project specifications is observed despite the different ways used to approach the problem. Furthermore, different scenarios of concrete cover failure, in the case when a coating is utilized, and extreme deicing salts attack are also investigated.