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不确定性条件下整体道床的检测和大修策略
引用本文:许玉德,黄玉纯.不确定性条件下整体道床的检测和大修策略[J].同济大学学报(自然科学版),2008,36(11).
作者姓名:许玉德  黄玉纯
作者单位:1. 同济大学道路与交通工程教育部重点实验室,上海,200092
2. 同济大学道路与交通工程教育部重点实验室,上海,200092;南昌铁路勘测设计院有限责任公司,江西,南昌,330002
基金项目:国家自然科学基金资助项目  
摘    要:将一种全新的基于不确定条件下的理论引入到无砟轨道混凝土整体道床的检测和大修中.该理论以结构在剩余寿命周期内的费用最少为目标,利用费用函数的递推法来求整体道床的最优检测间隔和大修的临界值.最后根据Matlab建立计算模型,并结合具体算例分析恶化水平和最优检测间隔之间的关系,从算法上解决了整体道床检测和大修中的关键问题.

关 键 词:整体道床  恶化水平  不确定性条件  检测与大修  最优策略

Uncertainty-Based Strategy of Inspection and Overhauling for Monolithic Track-Bed
XU Yude,HUANG Yuchun.Uncertainty-Based Strategy of Inspection and Overhauling for Monolithic Track-Bed[J].Journal of Tongji University(Natural Science),2008,36(11).
Authors:XU Yude  HUANG Yuchun
Institution:XU Yude1,HUANG Yuchun1,2
Abstract:A new theory based on uncertainty was introduced into the inspection and overhauling of monolithic track-bed.In order to minimize the expenses in remaining life,the theory is used to seek optimal interval for inspection and critical value for overhauling with recursion method. Finally,a model was established by using MATLAB and an example was computed to study the relationship between deterioration level and optimal interval.So the key problems of inspection and overhauling of monolithic track-bed were solved on arithmetic aspect.
Keywords:monolithic track-bed  deterioration level  uncertainty  inspection and overhauling  optimal strategy
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