• 한국기계가공학회지
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• 제20권4호
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• pp.119-126
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• 2021

During the development of a weapon system, the concept of maintainability is used for quantitatively predicting and analyzing the maintenance time. However, owing to the complexity of a weapon system, the standard maintenance time predicted during the system's development differs significantly from the measured time during the operation of the equipment after the system's development. According to the analysis presented in this paper, the maintenance time can be predicted by considering the system's complexity on the basis of the military specifications, and the procedure can be Part B of Procedure II and Method B of Procedure V. The maintenance work elements affected by the system complexity were identified by the analytic hierarchy process technique, and the system-complexity-reflecting weights of the maintenance work elements were calculated by the Delphi method, which involves expert surveys. Based on MIL-HDBK-470A and MIL-HDBK-472, it is going to present a Korean-style maintainability prediction method that reflects system complexity of weapons systems.

• Advances in concrete construction
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• 제8권4호
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• pp.269-276
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• 2019

The cracking and spalling caused by fracture of concrete lining have adverse impacts on serviceability and durability of the tunnel, and the subsequent maintenance work for damaged structure needs to be specific to the damaging causes. In this paper, a particular case study of an operational tunnel structure is presented for the serious cracking and spalling behaviours of concrete lining, focusing on the multi-factors inducing lining failure. An integrated field investigation is implemented to characterize the spatial distribution of damages and detailed site situations. According to results of nondestructive inspection, insufficient lining thickness and cavity behind lining are the coupled-inducement of lining failure bahaviors. To further understanding of the lining structure performance influenced by these multiple construction deficiencies, a reliable numerical simulation based on extended finite element method (XFEM) is performed by using the finite element software. The numerical model with 112 m longitudinal calculation, 100 m vertical calculation and 43 m vertical depth, and the concrete lining with 1450 solid elements are set enrichment shape function for the aim of simulating cracking behavior. The numerical simulation responses are essentially in accordance with the actual lining damaging forms, especially including a complete evolutionary process of lining spalling. This work demonstrates that the serious lining damaging behaviors are directly caused by a combination of insufficient thickness lining and cavity around the surrounding rocks. Ultimately, specific maintenance work is design based on the construction deficiencies, and that is confirmed as an efficient, time-saving and safe maintenance method in the operational railway tunnel.

• 한국구조물진단유지관리공학회 논문집
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• 제16권3호
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• pp.92-98
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• 2012

본 연구는 터널의 유지, 보수, 보강에 필요한 가설공사용 스페이스 트러스 프레임 구조물을 소개한다. 기존 가설공사 시공방식과 장비들의 현황 및 문제점을 분석하고, 터널 설계의 핵심 구성요소를 파악함으로써, 제안된 새로운 가설 시공기술 시스템을 개발하는 과정을 순차적으로 설명한다. 그리고 개발된 가설 시스템을 발주처, 시공사, 터널 이용자 관점에서 사용성 및 경제성을 분석하고, 구조적인 안전성 검토와 최적단면 산정 평가를 상용 유한요소 해석프로그램인 ABAQUS 6.5로 구현하여 본 가설 시스템의 현장적용 기반을 구축한다.

• 대한기계학회:학술대회논문집
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• 대한기계학회 2004년도 춘계학술대회
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• pp.228-233
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• 2004

The length of city gas pipeline is increasing with expansion of natural gas transmission rapidly. A lot of the expense was paid for repair and maintenance with increasing of pipeline length and the cost of repair and maintenance by the corrosion was the highest. It is necessary to evaluate integrity in case of thickness reduction by corrosion. There are a lot of assessment criteria for corrosion defect in foreign countries but they are not suitable for application in the country directly. In this work, we performed the burst test and the finite element analysis for city gas pipeline, KS D3507 and KS D3631 for city gas transmission, and developed the assessment method of corrosion defect, which is suitable for domestic condition.

• 한국산학기술학회논문지
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• 제21권12호
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• pp.200-210
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• 2020

교육시설 유지관리는 교육환경개선사업의 12개 단위사업별로 취합하고, 심의를 통해 최종 유지보수 대상이 선정된다. 실태조사의 평가점수로 우선순위가 결정되고 순차적으로 예산을 편성하여 진행된다. 우선순위는 유지보수공사 수행을 위한 일정표이자 발주를 위한 중요한 기준이 된다. 예산이 산출되는 실태조사단계와 우선순위 기준의 개별적 유지 보수공사는 몇 가지 한계가 있다. 학교시설관리자는 물량산출에 한계가 있으며, 부정확한 소요예산이 도출되는 결과로 이어진다. 우선순위 기준의 유지보수공사는 개별적으로 분리 발주되어 불필요한 공사기간이 반영된다. 학생들은 학습 환경에서 불편함이 발생하고, 안전을 침해하는 기간이 늘어난다. 본 연구는 실태조사단계의 BIM 활용과 공종 패키지 플래닝 프레임워크를 제안하였다. BIM은 유지보수 대상의 물량정보를 지원하여 예산산출에 활용되며, 보수이력과 점검 결과가 연계하여 평가점수를 도출한다. 공종 패키지 알고리즘은 단위사업별 예산배정 구간을 구분하고, 동일한 공간과 부위에 투입된 공종이 그룹화된 결과를 도출한다. 사례적용 결과 공사기간은 기존 대비 약 37.4% 단축이 가능하였으며, 실무자 면담을 통해 공종 그룹화 대상을 도출 과정에서 활용성이 높은 것으로 평가되었다.

• 대한토목학회논문집
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• 제38권4호
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• pp.505-516
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• 2018

교량 유지관리 전략 수립 시 현재 상태를 기반으로 미래 상태를 예측할 수 있어야 하며, 상태예측모델의 신뢰도가 높아질수록 효과적인 유지관리 의사결정이 가능하다. 그러나 인력기반 반복 주기적인 현행유지관리는 관리자가 목표하는 관리(등급)수준의 교량 상태를 정확히 예측하지 못해서 막대한 보수 보강비용이 발생될 가능성이 있고, 합리적인 유지관리 의사결정을 도모하는데 어려움을 겪는다. 이에 따라 본 논문에서는 국내 교량 점검 이력 데이터를 이용하여 불확실성을 고려한 교량 부재별 대표 상태예측모델을 개발하고, 개발된 상태예측모델을 실제 유지관리 대상 교량에 보다 높은 정확도로 적용 가능한 베이지안 업데이트 기법을 제안하였다. 또한, 모니터링 업데이트 상태예측모델 기반 예방적 유지관리가 기존 현행유지관리 대비 비용 효율성 측면에서 유리함을 제안하기 위해 각각의 유지관리비용 산출에 따른 교량 점검 타당성 분석을 수행하였다.

• Structural Monitoring and Maintenance
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• 제3권2호
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• pp.129-144
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• 2016

We present a methodology to validate with monitoring data finite element models of existing concrete dams: numerical analyses are performed to assess the structural response under the effects of seasonal loading conditions, represented by hydrostatic pressure on the upstream-downstream dam surfaces and thermal variations as recorded by a thermometers network. We show that the stiffness effect of the rock foundation and the surface degradation of concrete due to aging are crucial aspects to be accounted for a correct interpretation of the real behavior. This work summarizes some general procedures developed by this research group at Politecnico di Milano on traditional static monitoring systems and two significant case studies: a buttress gravity and an arch-gravity dam.

• 한국도로학회논문집
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• 제19권6호
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• pp.47-56
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• 2017

PURPOSES : The purpose of this study is to investigate the stresses of the middle slab in a double-deck tunnel owing to the slab lift to replace the underlying elastic pads during maintenance work. METHODS : The middle slab was divided into three different sections: typical section, expansion joint section, and emergency passageway section. Finite element analysis models of these three sections of middle slab were developed, and the stress distribution and maximum stresses were obtained using the models when the middle slab was lifted to replace the underlying elastic pads. Various slab lifting methods were examined in this study such as one-, two-, and multiple-point lifts, distributed lifts, and one or both slab side edge lifts. RESULTS : When the slab side edge is lifted, the longitudinal stresses of the slab are almost the same as the principal stresses. This implies that the governing stresses are the longitudinal stresses. The maximum stresses with both-edge lifts are generally smaller than those with one-edge lifts at all three sections of middle slab. CONCLUSIONS : If the middle slab in a double-deck tunnel is lifted for maintenance, the slab should be lifted at multiple points along the longitudinal direction to reduce the tensile stresses.

• Nuclear Engineering and Technology
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• 제52권10호
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• pp.2262-2273
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• 2020

Digital twin technology can provide significant value for the prognostics and health management (PHM) of critical plant components by improving insight into system design and operating conditions. Digital twinning of systems can be utilized for anomaly detection, diagnosis and the estimation of the system's remaining useful life in order to optimize operations and maintenance processes in a nuclear plant. In this regard, a conceptual framework for the application of digital twin technology for the prognosis of Control Element Drive Mechanism (CEDM), and a data-driven approach to anomaly detection using coil current profile are presented in this study. Health management of plant components can capitalize on the data and signals that are already recorded as part of the monitored parameters of the plant's instrumentation and control systems. This work is focused on the development of machine learning algorithm and workflow for the analysis of the CEDM using the recorded coil current data. The workflow involves features extraction from the coil-current profile and consequently performing both clustering and classification algorithms. This approach provides an opportunity for health monitoring in support of condition-based predictive maintenance optimization and in the development of the CEDM digital twin model for improved plant safety and availability.

• 한국구조물진단유지관리공학회 논문집
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• 제7권2호
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• pp.219-229
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• 2003

The objective of this work is to verify the Code specified girder distribution factors for short and medium span bridges. To accomplish this objective, field tests were carried out on seventeen simply supported highway bridges. This paper presents the procedure and results of field tests that were performed to verify girder distribution factors. Finite Element analyses previously performed at the University of Michigan indicated that in most cases currently used girder distribution factors specified in AASHTO Codes are too conservative. However, these studies also showed that for short spans and short girder spacings, the girder distribution factors can be too permissive. Therefore, this paper focused on experimental evaluation of girder distribution factors for short and medium span steel girder bridges. The results were compared with the distribution factors specified by AASHTO Standard (2000) and AASHTO LRFD Code (1998). It has been found that the measured girder distribution factors are lower than AASHTO values in most cases, and sometimes the code specified values are overly conservative. The research work involved formulation of the testing procedure, selection of structure, installation of equipment, measurements, and interpretation of the results.