华南理工大学学报(自然科学版) ›› 2008, Vol. 36 ›› Issue (3): 140-146.

• 土木建筑工程 • 上一篇    

考虑成本和寿命的桥梁维护策略优化方法

杜江 韩大建   

  1. 华南理工大学 土木工程系, 广东 广州 510640
  • 收稿日期:2007-04-17 修回日期:2007-12-20 出版日期:2008-03-25 发布日期:2008-03-25
  • 通信作者: 杜江(1979-),男,博士生,主要从事桥梁管理系统中的桥梁性能评估、车辆荷载分析、管理决策支持等研究. E-mail:drdujiang@gmail.com。
  • 作者简介:杜江(1979-),男,博士生,主要从事桥梁管理系统中的桥梁性能评估、车辆荷载分析、管理决策支持等研究。
  • 基金资助:

    广州市科技攻关引导项目(2002Z3-D3031)

Optimization of Bridge Maintenance Strategy Considering Life and Cost

Du Jiang  Han Da-jian   

  1. Department of Civil Engineering, South China University of Technology, Guangzhou 510640, Guangdong, China
  • Received:2007-04-17 Revised:2007-12-20 Online:2008-03-25 Published:2008-03-25
  • Contact: 杜江(1979-),男,博士生,主要从事桥梁管理系统中的桥梁性能评估、车辆荷载分析、管理决策支持等研究. E-mail:drdujiang@gmail.com。
  • About author:杜江(1979-),男,博士生,主要从事桥梁管理系统中的桥梁性能评估、车辆荷载分析、管理决策支持等研究。
  • Supported by:

    广州市科技攻关引导项目(2002Z3-D3031)

摘要: 近年来飞速增长的运输需求,使得公路桥梁的运营荷载远远超过设计标准.因此,20世纪90年代以来建成通车的高速公路桥梁目前正处于快速的退化之中.为了使有限的资金发挥最大的效用,文中提出了一个改进的模型,来对桥梁的维护策略进行优化.该模型采用“预期寿命”代替各种性能指标作为优化的目标,与成本目标共同构成一个双目标优化问题.该模型考虑到了不同策略在分析基准期结束时桥梁性能以及退化速率的不同,并且将对于不同性能指标的追求统一为预期寿命目标.另外,文中提出的效率指标,即“每成本寿命”以及“年平均成本”,可以作为决策的依据之一.文中最后通过算例对一批实际的桥梁构件进行了分析.

关键词: 桥梁, 维护策略, 优化, 剩余寿命, 成本, 期末退化率

Abstract:

With the rapid development of demands for transportation, highway bridges are under much heavy operating load that overruns the design standards, which results in fast degradation of the highway bridges completed in 1990's. In order to make the best use of the limited funds for bridge maintenance, an improved model is represented to optimize the maintenance strategy of bridges. This model uses the "expected life" as the optimization objective instead of various performance indices, and combines the optimization objective with the conventional objective "cost" to construct a bi-objective optimization problem. In this model, the difference in the performance and the degradation rate at the end of the horizon period in different strategies is considered, and the demands for various performance indices are unified as the objective "expected life". The authors also introduce two efficiency indices, namely the "life per cost" and the "cost per year" for the decision of maintenance strategy. Several examples are finally presented based on the data of highway bridge components.

Key words: bridge, maintenance strategy, optimization, residual life, cost, last degradation rate