• Title/Summary/Keyword: repair and maintenance

Search Result 1,065, Processing Time 0.025 seconds

Risk-based optimum repair planning of corroded reinforced concrete structures

  • Nepal, Jaya;Chen, Hua-Peng
    • Structural Monitoring and Maintenance
    • /
    • v.2 no.2
    • /
    • pp.133-143
    • /
    • 2015
  • Civil engineering infrastructure is aging and requires cost-effective maintenance strategies to enable infrastructure systems operate reliably and sustainably. This paper presents an approach for determining risk-cost balanced repair strategy of corrosion damaged reinforced concrete structures with consideration of uncertainty in structural resistance deterioration. On the basis of analytical models of cover concrete cracking evolution and bond strength degradation due to reinforcement corrosion, the effect of reinforcement corrosion on residual load carrying capacity of corroded reinforced concrete structures is investigated. A stochastic deterioration model based on gamma process is adopted to evaluate the probability of failure of structural bearing capacity over the lifetime. Optimal repair planning and maintenance strategies during the service life are determined by balancing the cost for maintenance and the risk of structural failure. The method proposed in this study is then demonstrated by numerical investigations for a concrete structure subjected to reinforcement corrosion. The obtained results show that the proposed method can provide a risk cost optimised repair schedule during the service life of corroded concrete structures.

Comparative Cost Analysis of Repair Method according to Bridge Superstructure Type (교량 상부구조 형식에 따른 보수공법 비용 비교분석)

  • Lee, Changjun;Park, Taeil
    • Proceedings of the Korean Institute of Building Construction Conference
    • /
    • 2023.05a
    • /
    • pp.277-278
    • /
    • 2023
  • The need for maintenance of bridge infrastructure is increasing due to aging, and the cost of maintaining the infrastructure must be calculated for effective budget distribution. Therefore, in this study, representative defects according to bridge superstructure type are derived to calculate the cost for each repair method. First of all, the representative bridges, PSCI girder bridge, Rahmen bridge, Steel box girder bridge, and RC slab bridge, were selected as superstructures using BMS data, and repair methods for defects were presented. In addition, the cost of the repair method by superstructure type was compared. This result is expected to predict total maintenance costs in consideration of the maintenance cycle.

  • PDF

A Study on the Improvement of Aircraft Contract Maintenance System (항공장비 외주정비체계 개선방안 연구)

  • Suh Sung-chul;Park Seung-hwan
    • Journal of the military operations research society of Korea
    • /
    • v.30 no.2
    • /
    • pp.96-107
    • /
    • 2004
  • This paper deals with $\ulcorner$Requirement Decision Model for Repair Parts supplied by the Government$\lrcorner$ which is to reduce Aircraft Contract Maintenance Cost. It aims to find solutions to the fundamental problems of the Aircraft Contract Maintenance System. Under the current Aircraft Contract Maintenance System, it is hard to forecast the exact demand of repair parts, so support rate of Repair Parts supplied by the Government is restricted under 50 percent. It is inevitable to purchase Repair Parts from the firm with much higher price than those of Government source. However, absence of fixed demand pattern makes it difficult to improve accuracy of demand forecast. As a solution to these problems, this model prevents a cost increase due to the unit price difference between Repair Parts supplied by the Government and Repair Parts purchased by the Firm. It also reflects demand characteristics of each repair part, and prevents continual stock increase by setting an upper limit on the amount of Repair Parts supplied by the Government. The effectiveness of this model is verified by empirical analysis using the latest raw data. By applying this model to real situation, we expect to reduce about 4 billion won every year.

A Study on High Speed Railway Track Deterioration Prediction (고속선 궤도틀림진전예측에 관한 연구)

  • Shim, Yun-Seop;Kim, Ki-Dong;Lee, Sung-Uk;Woo, Byoung-Koo;Lee, Ki-Woo
    • Proceedings of the KSR Conference
    • /
    • 2010.06a
    • /
    • pp.261-267
    • /
    • 2010
  • Present maintenance of a high speed railway is after the fack maintenance that executes a task when measured value goes over threshold value except some planned maintenance. It is difficult from efficient management of maintenance human resource and equipment commitment because it is difficult to predict quantity of maintenance targets. Corrective maintenance is pushed back on the repair priority of other target to need repair and it is exceeded repair cost potentially. For safety and dependable track management because track deterioration prediction is linked directly with track's life and safety of train service, it is very important that track management be based on preventive maintenance. In this study, we propose statistics model of track quality to use track inspection data and forecast model for track deterioration prediction.

  • PDF

On the Simultanously Determining the Schedule and Crew Size for Optimal Preventive Maintence (수리일정계획(修理日程計劃)과 보수반원(補修班圓)크기의 동시적(同時的) 결정(決定)에 관한 연구(硏究))

  • Kim, Gil-Dong;Jo, Am;Lee, Jin-Gyu
    • Journal of Korean Society for Quality Management
    • /
    • v.15 no.1
    • /
    • pp.76-81
    • /
    • 1987
  • Past treatment of the single machine maintenance problem has shown that preventive maintenance may be desirable for equipment for which failures are caused at least partially by wear-out factors. In all previous treatment, however, the size of the maintenance-repair crew has been held constant and the optimal maintenance period has then been determined. This paper suggests a simultaneous solution for the maintenance-repair crew size and the optimal maintenance period. The optimal maintenance period is seen to shift as the size of the maintenance-repair crew varies.

  • PDF

Optimal Number of Failures before Group Replacement under Minimal Repair

  • Young Kwan, Yoo
    • Journal of the Korea Safety Management & Science
    • /
    • v.6 no.1
    • /
    • pp.61-70
    • /
    • 2004
  • In this paper, a group replacement policy based on a failure count is analysed. For a group of identical repairable units, a maintenance policy is performed with two phase considerations: a repair interval phase and a waiting interval phase. Each unit undergoes minimal repair at failure during the repair interval. Beyond the interval, no repair is made until a number of failures. The expected cost rate expressions under the policy is derived. A method to obtain the optimal values of decision variables are explored. Numerical examples are given to demonstrate the results.

Maintenance Case and Cost Analysis for University Facilities (대학시설물의 유지보수 건수 및 비용 분석)

  • Shin, Myeoung-Ha;Lee, Chan Sik
    • Journal of the Korean Institute of Educational Facilities
    • /
    • v.23 no.6
    • /
    • pp.27-34
    • /
    • 2016
  • Although the scale and number of university facilities have increased, the maintenance of these facilities has not been efficient as maintenance costs incurred during facility operation periods, as well as management time, have not been sufficiently considered. In this study, the maintenance record data of national universities was compared and analyzed to analyze factors that incur maintenance costs according to the uses and costs of the facilities. According to the results, the number of cases of maintenance and repair work for basic educational facilities was shown to be the largest, accounting for 79%. The number of maintenance and repair work occurred according to work type was examined. According to the results, the highest ratio of maintenance and repair work occurred in the field of construction, specifically, the maintenance costs required for facility supplementation accounted for the highest ratio. Maintenance costs per unit area decreased over time in the newer university facilities, while showing a tendency to increase in older university facilities. However, there were cases where maintenance costs did not show any trends due to factors such as the limited maintenance budgets owing to the characteristics of public service facilities and facilities in the stage of deterioration or destruction after the stage of stabilization. This study is considered to be helpful for efficient university facility maintenance plans and budget calculations.

Extended warranty model under minimal repair-replacement warranty policy

  • Jung, Ki Mun
    • International Journal of Reliability and Applications
    • /
    • v.18 no.1
    • /
    • pp.1-8
    • /
    • 2017
  • In this paper, we study an extended warranty model under minimal repair-replacement warranty (MRRW) which is suggested by Park, Jung and Park (2013). Under MRRW policy, the manufacturer is responsible for providing the minimal repair-replacement services upon the system failures during the warranty period. And if the failure occurs during the extended warranty period, only the minimal repair is conducted. Following the expiration of extended warranty, the user is solely responsible for maintaining the system for a fixed length of time period and replaces the system at the end of such a maintenance period. During the maintenance period, only the minimally repair is given for each system failure. The main purpose of this article is to suggest the extended warranty and replacement model with MRRW. Given the cost structures incurred during the life cycle of the system, we formulate the expected cost and the expected length of life cycle to obtain the expected cost rate.

  • PDF

Establishment of the Repair Cycle of the Components of the Apartment Housing

  • Lee, KangHee;Ahn, YongHan;Chae, Chang-U
    • KIEAE Journal
    • /
    • v.14 no.2
    • /
    • pp.69-75
    • /
    • 2014
  • Building has been deteriorated over the year after construction. The deterioration has caused to hinder the living condition and to decrease the building value. Thus, it is important to prevent or delay the building deterioration as well as to proceed the maintenance. The long-term repair program for the apartment in Korea plays a key role to make the repair plan after construction and to assure the function decent. This is not flexible to the change of the material and component because the program is provided by the Korean-law. Many items are omitted in the long-term program so that the maintenance experts face many difficulties to make a repair plan. In this paper, it aimed at providing the repair cycle and repair ratio according to the repair scope, which are not provided in the current program. This study shows that the repair ratio is presented with quartile range in 25%, 50%, 75% and 100%. This has an advantage to take an overall look in repair items. Under this presentation of the repair ratio, each item has a unique repair value. Second, the repair scope is divided into partly repair, fully repair, partly alteration and fully alteration. If a fully repair has a repair ratio close to 100%, it would mean that a fully repair is a fully alteration. Third, the short repair cycle means that it requires to maintain the function or performance of the components in a short term.

Recent Repair and Maintenance Techniques of R/C Structures in Korea (국내 철근콘크리트 구조물의 유지관리 동향)

  • 심종성;배인환;김정호
    • Proceedings of the Korea Concrete Institute Conference
    • /
    • 1990.10a
    • /
    • pp.179-184
    • /
    • 1990
  • This paper presents the recent repair and maintenance techniques of R/C structures in Korea. This paper consists of four parts : the first part introduces the current diagmosis techniques, the second one includes the repair methods and the third one classifies the repair material. Finally a repair case of the R/C structure in a chemical plant in Korea was introduced.

  • PDF