• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1998년도 봄 학술발표회 논문집(I)
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• pp.391-396
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• 1998

The concrete structures are hardly ever built under ideal conditions. So many defects may occur for a various reasons such as unsuitable and defective materials, construction methods, poor workmanship, particular structural form and prevailing weather conditions. Some structural form can greatly increase the risk of occurrence of defects. Therefore we investigated the actual condition of the deterioration factors for reinforced concrete apartment, which was composed of 85 apartments with various building ages in different regions with five evaluation the deterioration factors of apartment building to establish the overall evaluation system of deterioration degree for reinforced concrete apartment in Korea.

• 보존과학회지
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• 제37권6호
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• pp.648-658
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• 2021

본 연구에서는 증해제 종류(천연 잿물, Na₂CO₃)와 초지 시기(겨울, 여름)가 다른 한지를 선정하여 105℃의 가속열화 환경에서 나타나는 한지의 화학적 변화를 분석하고자 하였다. 백색도(brightness) 및 황색도(yellowness), pH를 측정하여 한지의 열화 정도를 확인하였으며, 적외선 분광분석(FT-IR)을 통해 열화가 진행됨에 따른 셀룰로오스 내 작용기의 변화 정도를 나타내었다. 이를 바탕으로 X선 회절분석(XRD)과 라만 분광분석을 실시하여 FT-IR에서 나타난 셀룰로오스 내 결정 및 비결정영역의 변화를 검증하였다. FT-IR 분석결과, 열화가 진행됨에 따라 셀룰로오스 내 비결정영역의 흡광도는 감소하는 반면 결정영역의 흡광도는 미미하게 증가하는 양상을 보였다. 결정영역의 증가는 XRD 분석 후 결정화도(Crystallinity Index, CI) 산출을 통해 열화 후 다소 증가함을 보여 같은 경향을 띠는 것을 확인할 수 있었다. 또한 라만 분광분석 결과, 열화 후 측정된 형광을 통해 초지 조건에 따른 셀룰로오스 내 비결정영역의 분해 정도를 확인하였다.

• 한국구조물진단유지관리공학회 논문집
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• 제20권4호
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• pp.77-83
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• 2016

근래에 송전철탑의 수명연장과 유지관리 비용 절감을 위한 관심이 증가하고 있다. 그러나 송전철탑 부재의 부식 열화도를 진단하는 재래적인 방법으로서 육안점검은 점검자 개인의 지식과 경험의 차이에 따라 오류를 야기하는 문제점을 내포하고 있다. 이러한 문제를 해결하기 위하여, 본 연구에서는 송전철탑 강 부재에 대한 부식열화 검사장비를 개발하였다. 개발된 검사장비는 부식열화 영상 촬영장치 및 컴퓨터 기반 진단 시스템으로 구성된다. 영상처리에 적합한 열화영상을 확보하기 위하여 촬영장치를 개발하여 촬영방법을 표준화하였으며, 진단 시스템은 RGB 컬러영상처리 기법에 기초하여 송전철탑 부재의 부식 열화도를 자동적으로 평가하도록 설계하였다. 개발된 부식열화 검사장비는 송전철탑 부식에 대한 최적 유지보수 시기를 결정하는 것에 도움이 될 것으로 기대된다.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2004년도 추계학술대회 논문집
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• pp.545-550
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• 2004

The deterioration of a shunting locomotive was characterized for the lifetime assessment. The locomotive has been used for shunting works in steel making processes, and in this investigation, various types of technical evaluation methods for the locomotive parts were employed to assess the current deterioration status and to provide important clue for lifetime prediction. Unlike other rolling stocks in railway applications, the diesel shunting locomotive is composed of major components such as diesel engine, transmission, gear box, brake system, electronic devices, etc. In this paper, the degree of deterioration in a diesel engine and power transmission parts has been presented based on the analysis results.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2004년도 추계학술대회 논문집
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• pp.269-276
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• 2004

Deterioration analysis was performed on carbody and bogies of a shunting locomotive, which has been used for shunting works in steel making processes. In this investigation, various types of technical evaluation methods for the locomotive were employed to assess the current deterioration status. Corrosion test and nondestructive evaluation (NDE) techniques were employed to demonstrate the wear status of the carbody and bogie parts in the locomotive. Since the locomotive has been working under corrosive environment, the corrosion tests with x-ray analysis for exterior part of the locomotive were conducted to examine the evolution of corrosion reaction, and NDE techniques such as ultrasonic testing, magnetic particle testing, and x-ray radiography, were conducted on the carbody and bogies to inspect any possible inherent and/or in-service flaws. In this paper, the degree of deterioration in a shunting locomotive has been presented based on the analysis results.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2008년도 추계학술대회 논문집
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• pp.1213-1219
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• 2008

The deterioration analysis of electric systems in diesel electric locomotives, which were used for over 30 years, was performed to understand current wear and safety information. The electric systems include electric generation, traction motors, control units, high-voltage cables, and wires. In this investigation, various types of performance testing, such as insulation resistance measurement and degradation tests, were conducted to assess the degree of current deterioration. Moreover, an infrared camera was employed to verify abnormal heating in cables and wires. In this paper, the new techniques for evaluation of deterioration in electric systems have been introduced.

• 상하수도학회지
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• 제30권2호
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• pp.155-165
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• 2016

Pipe Deterioration Prediction (PDP) and Pipe Failure Risk Prediction (PFRP) models were developed in an attempt to predict the deterioration and failure risk in water mains using fuzzy technique and the markov process. These two models were used to determine the priority in repair and replacement, by predicting the deterioration degree, deterioration rate, failure possibility and remaining life in a study sample comprising 32 water mains. From an analysis approach based on conservative risk with a medium policy risk, the remaining life for 30 of the 32 water mains was less than 5 years for 2 mains (7%), 5-10 years for 8 (27%), 10-15 years for 7 (23%), 15-20 years for 5 (17%), 20-25 years for 5 (17%), and 25 years or more for 2 (7%).

• Corrosion Science and Technology
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• 제4권3호
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• pp.81-88
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• 2005

The effects of rebar corrosion on the structural behaviour of reinforced concrete structures were discussed based on recent experimental investigation. The load carrying capacity of the deteriorated beams was quantitatively estimated by evaluating the degree of rebar corrosion in terms of the average cross-sectional loss of longitudinal reinforcing bars and bond deterioration between corroded reinforcing bars and concrete.

• 한국주거학회논문집
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• 제17권2호
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• pp.19-26
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• 2006

Building would be deteriorated with time elapse, influenced by its geographic situation, climate and other environmental conditions. In addition, the systematic maintenance could be provided to keep the resident a recent living condition. The existing breakdown maintenance will be changed into the preventive maintenance. The preventive maintenance is required to get the repair time, the repair scope and frequency. In this paper, it aimed at providing the repair time range over the building components, utilizing the relation between the determination curve and the performance recovery through repair. Results of this study are as follows : First, the forecast of the repair time over the building components could be calculated and equalized with the deterioration and performance degree. Second, the repair time range of building components would be provided into five categories and 3rd repair time. Results of this study will set up the long-term repair plan of building, and finally keep an housing condition comfortable.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2010년도 춘계학술대회 논문집
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• pp.299-304
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• 2010

We should manage the target locations according to the deterioration degree of the ballast for the rational and economical ballast cleaning. For this, it's required to define the logics calculating the crushing rates and suggest the threshold values for the ballast cleaning. This paper introduce the system modules that estimate the ballast's deterioration degree refers to the results of the previous study("A Study on the Crushing Characteristic of the Ballast Gravel at High-Speed Railroad", Journal of the Korean Society for Railway, Vol.11, No.4, pp.384~389), enroll the target locations where the ballast cleaning is required.