作者: Mark G. Stewart , Michael H. Faber , Christoph Gehlen
DOI: 10.1061/40707(240)21
关键词: Probabilistic logic 、 Reinforced concrete 、 Corrosion 、 Engineering 、 Construction engineering 、 Forensic engineering
摘要: This paper reviews sources of structural deterioration with emphasis on chloride-induced corrosion reinforced concrete structures. The also offers a critical review models for initiation and propagation their effect performance. An observation is made that many probabilistic exist they can produce somewhat divergent predictions propagation. examines the high temporal spatial uncertainty variability existing impact this might have decision making criteria. Finally, provides discussion in regard to how proceed future research development aim establishing consistent operational model basis design, assessment, inspection maintenance