Corrosion-Induced Cracking Pattern Analysis of RC Beam under Sustained Load Considering the Poromechanical Characteristics of Corrosion Products

Concrete cracking is the significant stage of RC structural deterioration induced by steel corrosion. To predict the corrosion-induced cracking of the loaded RC structure, a multi-scale model is proposed. The formation and transport of corrosion products, which affect the volumetric expansion at the...

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Bibliographic Details
Main Authors: Bin Zeng, Yuzhou Wang, Fuyuan Gong, Koichi Maekawa
Format: Article
Language:English
Published: MDPI AG 2022-12-01
Series:Buildings
Subjects:
Online Access:https://www.mdpi.com/2075-5309/12/12/2256