首页> 外文会议>International PhD Symposium in Civil Engineering vol.2; 20040616-19; Delft(NL) >Spatial variability of concrete deterioration and optimal repair strategy
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Spatial variability of concrete deterioration and optimal repair strategy

机译:混凝土劣化的空间变异性及最佳修复策略

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摘要

This paper presents an improved and more realistic approach for evaluating the deterioration process and optimizing the repair strategy of concrete structures. It is based on the commonly used probabilistic-based reliability analysis methods, but takes into account the spatial variability of concrete properties that has great impact on design and maintenance decisions of structures. The developed approach is instantiated in a concrete bridge in the Netherlands.
机译:本文提出了一种改进的,更现实的方法来评估混凝土结构的劣化过程并优化修复策略。它基于常用的基于概率的可靠性分析方法,但考虑到混凝土性能的空间变异性,该变异性对结构的设计和维护决策有很大影响。在荷兰的混凝土桥梁中实例化了开发的方法。

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