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- W2339804766 abstract "A TCP−TCL model describing the relationship between the thickness of corrosion products-filled paste and that of the corrosion layer (CL) is proposed. Based on the TCP−TCL model, an improved corrosion-induced concrete cracking model is proposed that can consider the phenomena that CL accumulation and corrosion products filling pores occur simultaneously in concrete. The time from corrosion initiation to concrete surface cracking is discussed. Further improvements to the corrosion-induced cracking model are also discussed." @default.
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- W2339804766 date "2016-01-01" @default.
- W2339804766 modified "2023-09-26" @default.
- W2339804766 title "Steel Corrosion-Induced Concrete Cracking Model" @default.
- W2339804766 cites W1984696760 @default.
- W2339804766 cites W2033436814 @default.
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- W2339804766 doi "https://doi.org/10.1016/b978-0-12-809197-5.00010-4" @default.
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